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0307 Main Street - 327-103+327-104
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W C v oo c Q SECT ON A-A � W 3 - f Leaching Basin Detail Q °` IlOYE: I^4FoRM�t1oN �i�Wl REC��ctvlNC� ExiSTlrt(.t col�vlTlaNS a z w a x IS 'ri4KEH FROM: o-�79t "TOPoyRAFHIC P:A'N OF LANV 1N 6AtZNSTAI3LE(HYANN15�Mk55 z I7►4TED ALV_f.1ST 31, 1 )04 AS S4lQJEYED XrtD MSPAREC B`f SGNo��LD Bc2�MEQ�. IriG, — _.___.._ ~ - p�oFE551ot-�Ae� Et4i�kH CR.5 s rAND SuR'JEyct2`,; aR1 EANS MASS, � 1• CoNGRETF -4c0o P51 �•� 2$ UR- y� � � o � a 1NFOTc MATION ALSO TAKEN FRoM: 8-1" 517E PLA-i;4.AFV_ GOD 5ANK4TVUST 2. t'M.F-L KEiNFoRCeMEMT PER. M"rM A-4,17-75 W 0 d MAIN SZRt=ET HY►�'Wt , DA'TEID 9-51l 00 RE\A$t0tti 9-28-98 AS S>"IRVE.YViD ANL 3 QE514N LaALAN4,M9, AIASHO H52D-44 � ; Y PRCPAQEU �TERs'NNE,,INf - Pr,4=31ST�.RED LAND 544V6109S 4•IVtL EN(glt ERS 4. oNe Foot IN ►�Et�iT '-►V 4Ai-I.oNS � z � aSTERVtLLE Mk a 5, aAStN To PIE SET vH G"MIN waiF ' ,TDr4E X W At,L ?'!PE CoNNEG'f raNS TO BE 5ARE;`( MORTAR€IP � � N � r , Lt 1aR E S TI LCB-r oo C-1z EQUAL, 3 1� o co u co W O O S Site Plan Index of Drawings: u o Q W m W N ( ARCHITECTURAL: GAFFNEY ARCHITECTS,INC. Roof Drainage Plan Y a zx f CL 1 A-1 - SITE PLAN & ROOF PLAN 1/8" = 1'-0" 0 Vf W Z V1 A-2 - OUTLINE SPECIFICATION J W 0 a q W W H - • So 1 L5 L-D (S A-3 - OUTLINE SPECIFICATIONS & DETAILS w o s �orz1NG NO. 1 . P�o2 tuG N0.2 A-4 - BASEMENT FLOOR PLAN �9A -►q--1 S : lo• - 1 P,-/ GoLDtR J►SSOC�A�S P!y I�R.i665 ENGIlLls `:,4'L Loy ELEIjATtONS Ta��� F>'DM: �c-�'91 y A-5 - FIRST FLOOR PLAN & DOOR SCHEDULE P-04, afd, MA44v, "ar?-WEL-t-. MA41,. "TaPo%RAPWC PLAN aF i.AHV IN WN5TA5LZ(N'FANNIS>MASs ELEV. D�SGR1PTiON 105.0 GRou)tp 5U2FACE 6.0 DKIEU "41,IST '9,I9134AS S4RVEIED a�NO PQEF49f-V 8Y DEPTH ' O 0 401 L - LOAM St.NotELp t3ROTNEQ��,ING.t�'RAFESS►aNAt. F.tirtEEf�s� LAND A-6 - SECOND FLOOR PLAN & ROOM FINISH SCHEDULE - -- 100, GRou► o 5uRFAce 0.0 _ SLlRVEYc�SoQ E/�t�lS,MASs. MEDIUM �*A*I D o _GO M PACT COARS6 70- S�OMt 46KAVSL. A-7 - INT. & EXT. ELEVATIONS & WINDOW SCHEDULE 1,'.tlt r,,._„ r = • U FINE SAMQP• SOMG GRAVEL ANO \V000 ! l ~ Q o-,m T FL--P..-G:1 1L.44.t.. G a _ - U— A-8 - BUILDING & WALL SECTIONS & DETAILS -_`` =; , r�" -G• tls �c'J RIo. c N (FILL) ( M r7fuM TD FINS 6AND 1 _ Z 9A.2G,a w%osunAl�l u RDtT� �yoTES: i H I) PiELON O GaAR-OQ sC3►►� . _ STRUCTURAL: STECO ENGINEERING CORP. z orm_!SE,hRowu,GORtse 11 1. Rf-F'Ele ALSO To -5MCIFICAT►OHS DIVISION 2- SITE Wo1Z1t ! --- �' I'�Yr1 >o �.. Q ro Flue SA."D, N x►OMb GM\/»=L •2. LANDSCAP',W4 Not IN CDNTRAC,T S-1 - FOUNDATION PLAN & DETAILS �� �' LL Z _ MISPIU" *AKV W1 3 BITUH1NoaS coHoZE7e To EE GLASS J,TYPE i 6 Q �olat[Q1tr►Va1.- 4. CLEAR STE FOR SUILDIN4II�09,14E WAYS, PAZK,NC�.,UTILITIES i - ° ( ' O_ Ln uj W • 1 AND scrE AREAS 01STUP-seQ 8`1 cor,,T7f 3-TIoN S-2 - FIRST FLOOR FRAMING PLAN t o OPERATi�-IS. cCA SOU,Gr: '- 5, PRtok' To ANY EXCAVATIvN WoRk ON SIt"E GcrNTRftCTOR S-3 - SECOND FLOOR FRAMING PLAN & DETAILS L r ', = E. %.�?? 5 R� _ O ►- s�FALL GoNTAGT �DIC�SAt~E� cENTEfZ t-eco-322,-`4844� r R��;Z L i:.1', .;i ' saw Q U fA a w z �,�,) ._ — I- - _ ,y _ TO 4sQkPY kL Ll*iDER�cZalND LtTtLIT)F-S � 0. Z' o S-4 - ROOF FRAMING PLAN & DETAILS - c t a W V G (3)A1T-lPLeV.9 G•-1 (hti M 7 FL. r"E CL ELECTRICAL: BRADFORD FORSBERG P.E. O t1E�l4fc AQo t t�+xa1 7�pP2Ox,_PA4%Vs_:rea.(coa-r_ _ _ �. . 4— t1 ` a FINS 4AN6 tv�R� • r''f,"T`T• .,. , NoR me t '. 7ci -- E-1 - BASEMENT ELECTRICAL PLAN :'=5� G.�'.._� r`t?._ - > s � O E-2 - FIRST FLOOR ELECTRICAL PLAN ---- -- ---_ (1) F��LoWN PE 10 E-3 - SECOND FLOOR ELECTRICAL PLAN & SCHEDULE -- --- r L f- • SOME SMALL, FiAE2S _ — MECHANICAL: CONTROL NETWORKS,INC. (2) WATEls_ L.5V E L.. AT IFLEVAT106) 60,.55 IU H-1 - BASEMENT HVAC PLAN F � r_' r. c�t•1:' ' �• - - - t.•'3 ' PROJECT N0. 11�5ERYAlf0w-WELL AT 88-012 oom Lij 4:v5 PM SE PT,9. I9'13 H-2 - FIRST FLOOR HVAC PLAN SHEET N0. H-3 - SECOND FLOOR HVAC PLAN Skylight Detail . m NTS A-1 0 NEW ENGLAND REPROGRAPHICS 8 SUPPLY CO. W concrete is laced. Concrete shall have the following ad-mixtures: water-reducing 1 p g g ) CAPE COD BANK & TRUST agent and air-entraining agent. Slump for concrete shall be as follows: equal. Steel columns shall be concrete-filled steel (round, square or rectangularmanufactured by Dean Column Co. or approved equal. OUTLINE SPECIFICATION a) Footings and walls 3" Max. b) Slabs and piers 4" Max. b) Miscellaneous Metal - Miscellaneous metal items include metal stairs and I. General Requirements: handrails, pipe railing and all anchors and ties. Z Form materials shall be clean wood or metal and as follows: Cn _O All work shall conform with applicable Mass. Building Code and Town of Barn- a) All forms shall be properly braced and supported to support dead and live Metal stairs shall be formed from channel stringers. Treads and risers shall be Z H stable Regulations. loads. Forms shall be treated with form release agent, non-staining and non- formed from not less than No. 14 gauge steel and brackets for same shall be bolted or 0 a emulsifiable type. welded to stringers. Treads shall be designed for 2" concrete fill. Provide all Cr Contractor shall obtain and pay for all Permits, Licenses and Fees required. b) Forms shall be removed only after concrete has obtained sufficient strength closures, plates, anchors, bolts and oterh accessories needed for a complete assembly to support its own weight, live loads and lateral loads, without excessive deflection and installation. Handrails (2) shall be 5/8"xl-1/2" bar stock or as detailed. W W Contractor shall verify all dimensions and existing conditions and must visit or damage to the structure. ! Loose lintels (steel angle and tee) shall be provided for all openings in masonry existing building before submitting proposal. Contractor shall coordinate the walls wherever masonry lintels are not used. Lintels shall bear at least 6" at each scheduling and timing of his work with Larry K. Squire, Sr. Vice President of the Form ties shall be as follows: end. Lintels in pairs shall be welded (back to back) . Lintels shall be of sizes as Bank or his representative, so as to cause a minimum of inconvenience. a) For construction exposed to view - Commercial brand snap ties as approved by noted in schedule on drawings. Pipe railings shall be 1-1/4" I.E. aluminum, Schedule r the Architect. Ties shall be stainless steel with flat spreader washers and shall 40, 6063 alloy with duranodic bronze finish. All welds shall be ground smooth and m The A.I.A. General Conditions, Doc. A201, 1987 Ed. are part of this Specific- provide for a one-half break back. Wire ties shall not be used. all fastenings to be stainless steel. Set vertical members in fiber or non-ferrous ation to the same extent as if included herein. Contractor shall maintain adequate b) For construction not exposed to view - Same as above but may be manufactured sleeves and fill with Por-Rok, or equal. General design of railings shall be as insurance protection which shall include: a) Comprehensive General Liabilty in from carbon steel. indicated on drawings. Provide all fittings for a complete installation. amounts of at least $500,000 each person and $1,000,000 each accident, bodily injury c) For walls below grade - Same as above in b) , but with a waterseal washer. liability, b) Property Damage Liability, $500,000 each accident, and c) Workers' c) Steel Joists - Steel joists shall be open web, H-Series, size as indicated, m m Compensation coverage. Vapor barrier for Basement floor slab shall be four (4) mil polyethylene, complying with the "Standard Load Tables" and pertinent standard specifications of W Z Y. installed in widest possible width with joints lapped 6" minimum. the Steel Joist Institute, latest edition. Joists with bottom chords of rods will Q Q Z W H Prior to signing the contract, Contractor shall pay the premium for and furnish not be approved. Bridging shall be furnished, running from joist to joist and joist U 0: Z = Q Performance and Payment Bond in amount of 100% of the Contract Price, to cover perform- Welded wire fabric shall conform with ASTM A185, size as indicated. Reinforcing to beam. Steel joists shall have a shop coat approved metal primer. Provide bottom U U ance of the Contract and payment of all obligations arising thereunder. (Note: On steel shall be new billet steel conforming to ASTM A615 - Grade 60. Bars shall be chord extensions for ceiling support. Steel joists shall have proper camber to proposal form indicate amount to be deducted if bond is not required.) bent cold. Submit shop drawings for all reinforcing steel. accommodate dead load deflection. Fabricate joists in accordance with approved shop drawings. Contractor shall maintain adequate protection and security of existing building, Furnish and install all embedded items such as sleeves, reglets, hangers and _ articular) at openings affected b construction operations. He/she shall maintain inserts, including water-stop at unction of new and existing concrete. Install particularlyy p P j g d) Metal Roof Deck - Metal roof deck shall be designed and fabricated in adequate dust barriers and remove dust and debris daily. He/she shall maintain construction joints and control joints as indicated. accordance with AISC "Specification for Design of Light Gauge Cold-Formed Steel t . E�' ti ` adequate barricades to protect building and persons usingthe building. Structural Members", wiht appropriate steel fiber stress limitations and appropriate :_ 9• Concrete shall not be poured until all forms and reinforcing steel have been maximum live load deflection limitations. Provide pattern, thickness and gauge shown }+ Temporary utilities are available in existing building. Contractor shall maintain inspected by the Architect. on drawings, galvanized in accordance with ASTM A446, grade A, and ASTM A525, � . . - �.� , ► temporary field office at the site, located where directed. He shall also maintain designation G60. Install deck in accordance with manufacturer's recommendations and ' + temporary toilets for use of workers. Concrete finishes to be as follows: approved shop drawings. a) Floor slabs - Steel troweled after floating with integral cement finish. Contractor shall arrange and pay for temporary heat as required for construction Apply hardener and dustproofing agent in accordance with manufacturer's instructions. VI. Carpentry: operations and protection of the work. Contractor shall make no claim for additional Slabs not receiving carpet shall be scored as shown or directed by the Architect. work unless authorized by the Owner and Architect. Any claim for additional work shall Slabs must be level to a tolerance of plus or minus 1/4" in 10 ft. a) Rough Carpentry - Lumber shall be graded in accordance with latest rules for be based on a detailed estimate including an allowance of 15% for overhead and profit b) Steps and Platforms - Wood float finish. the manufacturer's association under whose jurisdiction the lumber is manufactured. and in format as approved by Architect. Contractor shall perform snow removal as c) Ramps - Broom finish. Plywood shall conform to Product Standard PS 1-74 and shall be exterior grade with m UJ necessary for construction operations. d) Walls (Exterior and interior, exposed) - Rubbed finish with carborundum "A" face wherever exposed. Provide all framing, blocking, nailers and strapping W stone and water. Wall surfaces to be cleaned of all roughness, fins, loose materials required. Provide all rough hardware (galvanized) , anchors, ties and fasteners LA o Z5 Contractor shall furnish temporary project sign (32 sq. ft.) indicating project and bulges cut out and repaired. required. Lumber shall be of sound stock with moisture content of 19% maximum, new z UJ name and name of Architect and Contractor. Sign shall comply with Town of Barnstable e) Where patching of concrete is required, cement and same of same color as straight, surfaced four-sides, and in longest lengths possible. Provide temporary a z regulations. parent concrete shall be used. All patching must be approved by the Architect or enclosures and scaffolding where necessary. o removed and replaced at the Contractor's expense. Cj a w Contractor shall carry an Allowance of $3,500 for furnishing Finish Hardware and All lumber in contact with exterior concrete or masonry, shall be pressure shall indicate amount to be added or deducted for all Alternates. Contractor shall At completion of concrete work, all concrete surfaces shall be cleaned of treated with toxic salt wood preservative. Interior wood such as blocking in contact Z = provide six (6) copies of shop drawings for all work normally requiring same or re- objectionable stains. Materials containing acid or methods which will damage the with inside faces of exterior concrete or masonry shall be given a heavy brush coatU. `^ quested by the Architect, and six (6) copies of all brochures for mechanical and elec- "skin" of concrete shall not be used. of Cuprinol, Permadip or Woodlife. W o trical equipment. '- ►-- During the progress of the concrete work, it is expected that the Owner will All wood shall be installed plumb, level and with sufficient fastenings. U) Contractor shall coordinate all work and prepare proper openings and services for arrange to have test cylinders taken and compression test made on these cylinders. a z all equipment furnished by Owner. In addition, wherever necessary, compression swiss hammer, and core tests will be b) Finish Carpentry - Finish wood materials shall not be delivered to the site W o o made. All testing will be done by a laboratory retained by the Owner. If test until the building is closed in, all "wet" materials are installed and sufficiently LL LL N ~ All work must be performed in a neat and workmanlike manner. All exterior work results indicate that concrete strength is below that specified, the concrete work in dry, and the building is maintained at a temperature of 60 degrees or more. All wood a U CD CL must be water-tight. Provide cutting and patching, blocking, furring and strapping question shall be removed and replaced with concrete of proper strength at no materials for architectural woodwork shall meet or exceed the requirements of "Custom x required. Where patchingis required, materials shall be of like design, w q g quality and additonal cost to the Owner. Grade" ("Premium Grade" for cabinets and paneling) in Quality Standards of the " = o finish as existing. Perform all demolition required. Where concrete is to be removed, Architectural Woodwork Industry published by the Architectural Woodwork Institute. it shall be done by cutting - no jack hammering will be allowed. All labor and Precast, prestressed concrete floor slabs shall be Flexicore floor slabs of All wood shall be kiln-dried to a moisture content of 9-14% for exterior work and 5- U materials shall be guaranteed for one (1) year from date of completion. depths indicated with voids running lengthwise, as fabricated by Durastone Flexicore 10% for interior work. Wood shall be furnished in longest lengths possible and in cc C) 3 i 0. i UJ J ~ � co l W O o At completion of project, Contractor shall remove all construction debris, leave Corp. , or approved equal. Slabs shall be designed in accordance with ACI Standard single pieces wherever possible. a all work and the premises disturbed by construction operations in a clean and neat Building Code Requirements for Reinforced Concrete (ACI 318-77) . Provide two inch N condition. Any work damaged during construction shall be repaired or replaced at the concrete topping. Installation of precast, prestressed floor slabs shall be in Interior wood and plywood with transparent finish shall be African Mahogany to Contractor's expense. accordance with manufacturer's recommendations. Installation shall be coordinated match existing. Plywood to have rift sliced face veneer and hardwood edge band to Z o with all trades to permit anchors, hangers, outlets, cut-outs to be properly match existing. - It is understood that time is of the essence in this project. Work must be coordinated. 0 carried on continuously and expeditiously from date of Contract through to Interior wood with painted finish shall be clear white pine. Plywood shall be W J a completion. It is expected that the project will be completed on or about IV. Masonry: douglas fir. a i June 1, 1989. In order to accomplish this, the Contractor shall include "Winter „ x Conditions" in the proposal in order to provide continuous work during winter weather. Masonry walls shown and detailed shall be constructed of face brick, cavity, Laminated plastic to be Formica, or approved equal. a insulation and wood studs with interior finish as indicated. Submit samples of UJ o Y Note: Carpeting and vinyl wall covering are not included in this Contract. masonry materials to Architect. Face brick shall be standard size, red waterstruck, All millwork and trim shall be finished smooth and free from machine or tool L, F This work will be performed under separate Contract by the Owner. "Morin Motel Blend" to match existing and containing light and dark arches (1/2 dark marks. Joints shall be tight and formed to conceal shrinkage. Finished woodwork r u m W arches) . Brick shall be installed in coursing, bonding and joint type to match shall match corresponding existing members in workmanship and finish. o a F II. Site Work: existing. Concrete masonry units shall be moisture-controlled, load bearing units ir o $- (nominal face dimensions 8"xl6") made from Portland cement, water, sand and gravel, Furnish and install wood base, wood frames for doors, steel windows and fixed W o UJ Landscaping to be performed under separate Contract by Owner. Clear site area of hollow construction, conforming to ASTM C90 and C145, Grade N-1 exterior, N-1 or glass, wood shelves counters, cabinets and storage units shall match existing. Stair Z u to be occupied by Addition, strip and stockpile loam as directed. S-1 interior where required. Provide lintel and solid units where required. Provide railings and balustrades shall match existing. o weep holes in face brick at starting or first course above grade, first course at W o a Establish all lines and grades for all work to be performed. Protect existing lintels and at through wall flashing. Weep holes shall be formed by omitting mortar VII. Weather Protection: a building, utilities and adjacent property as necessary. in every other vertical joint. a m a) Dampproofing - Dampproofing shall be furnished and installed on outside face �+ W Provide excavation, filling and backfiling as necessary to complete all work, Bond face brick to masonry backing every sixth course with "Dur-O-Wal" truss of foundation walls where rooms or floor slabs are below grade. Dampproofing shall ►= including foundations, utilities and site work. Provide and place any additional design corrugated metal reinforcement with "V" drip cross rods, and at columns as be asphaltic mastic installed in two (2) coats from bottom of footing to a line 6" a UJ material including loam, needed to bring existing grades to new grades indicated or shown on drawings or approved equal and of sufficient width for thickness of wall. below finished grade. - W✓, o x w w t� required. Build in anchors, flashing, water stops and lintels. b) Caulking - Caulking (sealant) shall be installed at the following and other Provide all sheeting, shoring and dewatering necessary to complete foundation locations as necessary to make building water-tight: Control joints, expansion work. Mortar for face brick and concrete masonry units shall conform to ASTM C270, joints, perimeter of door and window and louver frames, (interior and exterior) , Type S consisting of (1) part Portland cement and (6) parts sand by volume. Mortar joints at brick and other materials, all interior joints as necessary to provide All foundations shall be supported on undisturbed bearing soil. for face brick shall contain integral waterproofing and all bricks shall be set in sound-retardant conditions. Provide compressible joint filler where required. full beds of mortar. Color of mortar shall be uniform throughout and shall match Sealant for general exterior use on vertical surfaces for joints up to 1/2" wide Backfill shall be free from stones and debris and shall be brought to existing. Cells of concrete masonry units shall be filled solid at or adjacent to shall be one-part acrylic based meeting Federal Specification TT-S-00230. Sealant O approximately 6" below finish grade in lawn areas and 9" below finish grade in door and window frames and wherever anchors or bearing plates occur. Provide vertical for exterior and, interior use on vertical surfaces for joints more than 1/2" wide U sidewalks, driveways and parking areas. Provide gravel base, 5" under walks, 6-1/2" control joints with water-stop at junction of new and existing masonry and shall be two-part liquid polymer, gun-grade, non-sagging type with ultimate H Q under driveways and parking areas. Spread loam as required for finish grading. horizontal control joints at junction of top of brick or concrete masonry and hardness of approximately 35 and meeting Federal Specification TT-S-00227c. Sealant concrete. Control joints shall have compressible foam plastic filler within 3/4" of at junction of Exterior Wall Finish System and dissimilar material shall be type = CC U) All excess excavated material, after backfilling and grading is completed shall face ready to receive caulking. When masonry work is completed exposed face brick recommended by manufacturer. Sealant for use at exterior and interior expansion O H z be removed from the site. Patch existing driveway and parking area paving as shall be thoroughly cleaned with mild soap and water and where required, a joints at floor slabs and platforms shall be self-leveling, pouring-grade §� Z necessary. Paving to be bituminous concrete, Class 1, Type Il, installed in two (2) proprietary masonry cleaner shall be used. Any exposed concrete masonry shall be polyurethane recommended for horizontal joints in high traffic areas. All sealant M Y courses, each 1-1/4" thick; total thickness 2-1/2" after compaction. lightly stoned down and vacuum cleaned. shall be installed as recommended by manufacturer. Color of sealant shall be same as O U. Z = existing for any particular application or building condition. Submit material and .� Z F- Install concrete sidewalks, 4" thick as indicated. Score concrete in areas of Flashing at start of face brick, lintels, sills and at head of openings shall be color samples for approval. Sealant shall be uniform in color and any adjacent O m W not more than 36 sq. ft. , or as directed and provide preformed expansion joints not 3 oz. copper-coated fabric with all joints sealed in mastic. materials stained by application of sealant shall be cleaned immediately. — 0 LU over 30' apart. Wearing surface of sidewalk and color shall match existing. O V. Metals: c) Building Insulation - At exterior walls, furnish and install 6" fiberglass U U) Install 6" porous concrete pipe underdrain at perimeter of foundation. Connect (blanket type) with vapor barrier, R19. At foundation walls where no basement �' Q LLJ a Z underdrain to leaching basin as shorn. Install crushed stone arol.ind pipe. a) Structural Steel - Structural steel beams, columns, lintels (fixed & occurs, furnish and install 1-1/2" rigid extruded polystyrene foam, R8. All loose) , as described in Misc. Metals, and other steel work shall conform with ASTM insulation shall be installed per manufacturer's instructions. Insulation shall be W U g Designation A36. High strength bolts shall conform with ASTM Designation A325 and securely positioned and shall be cut and fit at openings, fixtures and projections. N Install precast concrete leaching pits as manufactured by Linhares Precast, Inc. unfinished bolts shall conform with ASTM Designation A307. Fabrication and erection Insulation for roof, furnished and installed by Roofing and Sheet Metal Contractor. O for roof drainage as indicated. Leaching pits shall be 6'x4' with 2' of stone around of structural steel shall conform to the requirements of the Code of Standard 0 each pit. Piping to leaching pits shall be 8" diameter corrugated aluminum. Install Practice adopted by the American Institute of Steel Construction, Inc. , latest d) Exterior Wall Finish System - Exterior wall finish system shall be "Dryvit", cc leaching pits and pipe at proper lines and grades to receive roof or other water edition, Specifications for the Design, Fabrication & Erection of Structural Steel furnished and installed in accordance with Dryvit Systems, Inc. instructions. Color d runoff. Building - AISC, and the approved shop drawings. No field cutting of steel will be and texture shall match existing on easterly addition to main building. U allowed without approval of the Architect. All shop and field connections to be made J 0 III. Concrete: with high strength bolts or welded. Connections for bridging and secondary framing e) Roofing and Flashing - Roofing shall be Carlisle Tire and Rubber Co. , fully- F- 0 in the field may be made with unfinished bolts. All welding in shop and field shall adhered rubber membrane roofing system including expansion joint, nails, fasteners, All concrete work shall conform to applicable requirements of the American be performed by certified persons who are qualified by an approved testing agency per elastoform flashing, 1/2" insulation and all necessary components for a complete Concrete Institute recommendations. Concrete for footings, walls, columns, beams and American Welding Society "Standard Qualifications Procedures". Welds and joint installation. The membrane roofing system shall be installed in accordance with slabs shall have a minimum 28 day compressive strength of 3,000 psi. Maximum water details shall conform with the requirements of the "Code for Welding in Building manufacturer's instructions and under their inspection, and shall include a 10-year PROJECT NO. content shall be 5.75 gallons per sack; minimum cement factor shall be 6.0 sacks per Construction" per American Welding Society. All steel work, except surfaces in i� written Warranty covering full cost of labor and materials. All work shall be water- 8 8_012 cu. yd. Design mix shall be submitted to the Architect for approval before any contact or enclosed in concrete shall have a shop coat of Tnemec green primer, or tight. Roof insulation shall be 2" thick rigid board urethane with "R" value of SHEET N0. A 2 r 0 a NEW ENGLAND REPROGRAPHICS K SUPPLY CO W masonry, gypsum board and veneer plaster. Paint products shall be recognized brands, =h a 14.29 and with coated kraft proper product for particular surface involved and applied in accordance with paper surfaces on each face plus 1/2" insulation by roofing manufacturer. Furnish and install skylight above stair as indicated. manufacturer's instructions. Furnish current paint color chips from manufacturer g type with aluminum frame, double glass selected. Colors shall be as selected by Owner and Architect, or as presentl used � �� Skylight to be Model LPG -3248 insulating t Y (clear/white) manufactured by Wasco Products, Inc. or approved equal. for similar areas in existing building. All surfaces to be painted or stained shall , ; �-3 v.8 5t1 co�UM N�SFE cet `;CkiED,� Z have proper surface preparation and shall be dry, smooth and clean. Painting shall ' generally conform with the following Schedule and have similar finish as exist f fv� y, 3k3SS�.c�LuMN 5ftlo�.`�HEO. N O General Contractor shall furnish and install flashing reglets, saw cuts in g g r existing concrete and masonry, expansion joint filler and pressure-treated wood material of same type. (Refer also to Room Finish Schedule) . Z a- Q1, - . - -- + -- - - - nailers as required for roofing work. a) Work not to be painted: ----� 7x`ix3,b Lz __ _ v� � ----fi-�- - a` 1) Concrete and masonry except as herein noted. NVIII. Doors, Windows & Glass: 2) Shop coats on steel and metal (Field touch up to be applied where F of g C�,l '/2 „ �' > U) required) . - r Q-'/4 So►-is -- - o a) Hollow Metal Doors and Frames - Doors shall be 1-3/4" thick, formed of 18 3) Chromium plated metal, stainless steel and anodized aluminum. gauge cold rolled steel both sides, flush construction and reinforced for hardware. 4) Pipes, pipe covering and electrical conduit not exposed in finish - -- - - Provide B Label doors where indicated. Frames to be fabricated from 16 gauge cold work. t rolled steel with flush trim and wall and floor anchors. So far as 5) Prefinished materials generally - both exterior and interior.practicable, --- -.r-- F___ standard frames shall be used. Doors and frames shall be as manufactured by b) Exterior surfaces to be painted/natural finish: 3 1) Exterior metal shall receive (1) field rime coat and (2) coats of 6xyX /g L ((�AIV� Williamsburg Steel Products Co. , or equal. Doors and frames shall have p Fie_n W ELDEC Ult_4o-cN metal paint. Galvanized or aluminum metal to be painted shall have manufacturer's standard primer. j c.NArJN�� s�.e-CS cPP, CAS. A*ND 2ro° appropriate primer applied. b) Wood Doors - Wood doors shall be 1-3/4" thick, solid core, flush design 5- 2) Exterior wood (painted) shall receive prime and back-prime paint and .aint h oil b f coats o o base house ! ply construction, with face veneers or rift-sliced African Mahogany to match (2) p W Z ]C •• existing doors. Doors shall be as manufactured by Weyerhaeuser, (staved core DSC-1) 3) Exterior wood (natural finish) shall receive (3) coats of low luster W H or approved equal and shall be covered by manufacturer's standard life-time guarantee varnish. If wood grain is not uniform, apply stain as necessary. Yp �� I Lh11�� OF lam, - IG�C �L1Pr'pi j.. Q Q Z = Q covering defects and warping. Provide glazed openings, wood louvers, and flush c) Interior surfaces to be painted/natural finish: �E: t'�z = 1-G� tUi) U U O panels above doors where indicated. Provide stile and rail wood doors 1-3/4" thick, 1) Interior concrete, masonry and veneer plaster shall receive (1) coat of where indicated. These doors shall be solid African Mahogany , shall match existing primer-sealer and (2) coats of flat latex paint. Paint interior and shall conform to "Custom Grade" standards of Section 1400 of AWI Standards. concrete in same areas as painted in existing building. Paint concrete floor in Basement. On concrete masonry units, use block c) Metal Windows - Metal windows shall be heavy intermediate steel casements, filler for prime coat. On veneer plaster, no surface preparation is „"k s s''�'r� manufactured by Hope's Window Co. , or approved equal and shall match existing metal required where vinyl wall covering occurs (VWC-N.I.C. ) `$ , fticj°rar�E��, '�► ��. windows. Hinges shall have bronze pins. Casements shall have bronze cam fastener and 2) Interior metal shall receive (1) field prime coat and (2) coats of °x �'� 7' C :� sill-mounted bronze internal gear roto adjuster. Casements over 5'6" high shall be semi-gloss enamel. hung on three hinges and fitted with double locking device. Screens not required. 3) Interior wood (painted) shall receive (1) coat of enamel undercoat 010 Metal windows shall be bonderized and have a baked-on, rust-inhibitive primer. and (2) coats of semi-gloss enamel. °fir . ' �" �' + y '' � `Y•9 4) Interior wood (natural finish) shall receive (2) coats of clear, satin may . d) Glass and Glazing - Glass and lazing includes fixed window glazing, g polyurethane varnish. 9 g g, glazing P Y _ �.-- �''��'�' t�,Q 5) Miscellaneous - Touch u ;,°t'��p acoustic the wherever necessary and paint � � 1 metal windows and doors, glazing wood doors and wood frames at entrances and interior � �4s?�Ff Fts EA. �3 areas of building. out portions of ducts visible through grilles and registers. _ L —� i-.0r19o:'S 1 s�c� hT ALL_ 1) Insulating glass - 1" thick metal edge glass consisting of two thicknesses X. Specialties: Dal s I f\ G;" `'=--� '�%�!"� 129 ToP of R�F TjELK — i EL. Coo. ?G w o of 1/4" tempered glass with 1/2" hermetically sealed air space between as manufactured — i i \ I �" J __-_ _ _ _ I Co W by PPG Industries, or approved equal. On north elevation, glass shall be clear. On Furnish and install metal, flush design, toilet partition and baffle partition V4 -- \� I� .` ;� � U"�Y" i o It other elevations, glass shall be bronze-tinted, heat absorbing type. Use for general W for Men s toilet as indicated. Partitions shall be floor-mounted and overhead ilk (?� /(-/ r C G" i -- - - o Z5 glazing of exterior windows. braced. Color to be as selected from manufacturer's standard colors. Partitions to I 1 (; _ , N z be 1-inch thick; pilasters to be 1-1/4" thick. 7x4 k ° L—+ I I "� "�i! ;� ( � (C 2) Insulating glass - 1/2" thick, same as No. 1, but with 3/16" thick, tempered c3 i� . li '�� o-j - ' - # - - - - - - - - �- - �X` VS q4Ly. o W glass both sides and bronze-tinted except on north elevation. Use for metal window XI. Equipment: (Not used) i i I� i ii a I V W glazing. XII. Furnishings: (Not used) 3) Tempered polished plate or float glass - 1/4" and 1/2" thick, as manufactured it ! M 4 9sz,,i ! ! N by PPG Industries, or approved equal. Use 1/4" thick glass in wood doors and interior XIII. Special Construction: (Not used) I ! - , ( ; I - -8 �r't� W LL o glazing. Use 1/2" thick glass in entrance sidelights. Glass on south elevation to be i ' _.-f-.L � ,I = ; 3u��uNN--•�- ! j C n L- ►- bronze-tinted. XIV. Conveying Systems: (Not used) - - e-xyx316L 4ALy, UJ F� a z 4) Clear Wire Glass - 1/4" thick, polished Misco, or equal with wire running XV. Mechanical: ! j Scc�. ) W horizontally and vertically. Use for glazing metal doors at exit stair. ! I i LL N I �)af5 - ' a h a) Plumbing - Plumbing work shall be performed in accordance with Mass. State ! n c, Plumbing Code and to the satisfaction of the Town of Barnstable Plumbing Inspector. �' ! ;�No 5L r-i i9.57, " X M Glazingcompound shall be elastic t g ' II S p - type for metal and wood, meeting Federal Furnish and install supply, waste and vent piping. Water supply g p Z°�`� � �S ��� � ✓� �`-- - -f - � -- o W m Specification TT G 00410c, color to match existing. P Y P P g pp y (hot and cold) and waste and vent piping shall connect to corresponding piping in existing building at ii v� i t`-1- �/, ��pr __- _ ; W in Glazingtape shall be y p g nearest source. ��ul';� --7 W p polyisobut lene, flat or tapered, Tremco Manufacturing Co. ✓ / 440 or approved equal, color to match existing. 1) Roof drains shall be Smith No. 1330 or equal, 8-1/2" diameter low profile 0 3 Ix a w M L 1__\//-'C 1 O O Glazing sealant shall be one-part liquid polymer, acrylic base produce such as dome, duco cast iron body, with flashing collar and 4" I.P.S. outlet. /1/�/ -1 Jo 1 ✓ _ - �5- ���°✓� o.2) Floor drains shall be Smith No. 2010-A or equal (2") nickel bronze, �. I! lip -- -_ �ioTE: a Q L I �t��2 W W "Mono", manufactured by Tremco Manufacturing Co. Color shall match existing. aR�CK SL1PPo2TS CNLY ON �EC��T?adjustable to drain floor and connect to trap and waste, and have automatic priming I � t SEE SNEET A-� Fa 2 t_c Gh.TtCtiS T o Primer, if required, shall be one that is compatible with the sealant. device. p g Silicone sealant, where required, shall be clear and compatible with materials 3) Water closet shall be Kohler, or equal, Wellworth Model K-3502-PB or equal, ( �(,� o W u a floor-mounted, vitreous china, siphonjet, with solid plastic white seat, 3/8" angle « w _ a with which used. Primer, if required, shall be one that is compatible with the - sealant. supply and tank liner. ^r' �• '- o _ a x F. 4) Urinal shall be Kohler, or equal Greenwich Model K-2030, 18"x20" with c_�t4,�A� ToG ten'-JMN Setting blocks and spacers shall be made of resiliant material such as neoprene, concealed carrier and wall bracket; K-7401-T Triton faucets and pop-up drain; pair of w a 3/8" C.P. flexible supplies with stops and 1-1/4" C.P. P-trap with cleanout and C.P. 2- W W with 70-90 durometer for setting blocks and 90-50 durometer for spacers. P --�- - --- cover tube. e) Aluminum sill flashing - Furnish and install anodized aluminum window sill =U J a [D W members as indicated. Color to closely match exterior wall finish color. b) Heating, Ventilation and Air Conditioning - HVAC work will include fan-coil a units connected to existing heating and cooling equipment and a new air handler in L) o ►- the Basement. a - W IX. Finishes: o z UJ ►- a) Gypsum Dry Wall/Veneer Plaster - Work shall include furrings, gypsum plaster Provide fan-coil units, size and location as shown (some free-standing, some base, veneer plaster, suspension system for veneer plaster ceilings, grouting of under counter) and controlled by heating/cooling pneumatic space thermostats connected to existing system. Each unit shall have condensate drain piping. Provide all W o a ro metal door frames, acoustical insulation and acoustical sealing of stud partitions, p p g. ~ a � and all anchors, ties, and accessories required for a complete installation. supply and return piping to units including 2-way control and balancing valve. a m Materials shall be as manufactured by U.S. Gypsum Co. , or approved equal and shall be Isolation valve shall also be provided for change-over. UJ V) installed in accordance with manufacturer's instructions. Partitions to generally be � uJ u 2"x4" wood studs with 3-1/2" fiberglass insulation, by General Contractor. A 4,000 CFM (with 20% outside air) air handler shall be provided in Basement of a ¢ uw the new Addition where indicated, for ventilation. Air handler shall have mixing W W u Gypsum plaster base shall be 1/2" thic$ x 48" x maximum length, Imperial Board, box, filter section, condensation drain, chilled water cooling coils and hot water ►- a heating coils. Air handler shall have centifegal supply fan. Provide anodized or equal. bronze fresh air intake louver where shown, and supplied with motorized dampers, Veneer plaster shall be applied over gypsum plaster base and shall be stored, sized for 1,000 CFM. Provide all interconnecting ductwork, dampers and damper mixed and applied per manufacturer's directions. Provide 5/8" gypsum board at motors. Provide all required distribution ductwork, for first floor and second floor. Air shall be supplied to first floor through linear diffusers in floor and to stairs; M-R gypsum board at toilets. second floor via ceiling diffusers. All necessary splitters and balancing dampers O Suspension system shall consist of No. 9 galvanized steel wire, 1-1/2" steel shall be included. U channels (475 lbs/1000' ) , 7/8" pressed steel 25 gauge galvanized channels, hanger ca Provide insulation as follows: Ducts 1-1/2" fibrous glass; piping (hot and cold) _ c a anchors and tie wire. 1" fibrous glass. All insulation shall have vapor barrier and all seams shall be 0 Accessories shall include 26 gauge corner bead, 24 gauge casing bead and all tight. ■0 N screws and other fastening devices required for a complete installation. '�"+ r" Z Refer to HVAC Drawings for further details. 06 Z b) Quarry Tile - Quarry tile shall be 6"x6"xl/2" thick, unglazed, natural clay, (,� a to match existing. Use for floors of Vestibule. Tile to be XVI. Electrical Work: 0 Z 3C terra cotta color range U. = set with organic adhesive and grout shall match existing. Z m W Electrical work consists of panels and feeders; branch circuit wiring; outlet c) Acoustical Treatment - Acoustical treatment consists of 12"x12"x3/4" square p boxes, outlets, receptacles, switches, etc. ; fire alarm system, emergency lighting cc and kerfed edge tile for suspended application on First Floor and 24"x24"x3/4" semi- system (connect to existing) ; lighting fixtures; exterior lighting; telephone CL n U t- recessed or tegular lay-in panels on Second Floor. Tile shall be fissured mineral, raceway; wiring from existing to new computer locations, and HVAC wiring. Furnish NRC range .65-.75, Class 25 incombustible (flame spread 0-25) to match existing. and install 2-4" PVC conduits as shown for electric service to future parking Z n Suspension system on First Floor shall be concealed z-spline and on Second Floor structure. 0. a W shall be a 24"x24" grid system (white finish) manufactured by Chicago Metallic, _ Eastern Products Corp. or National Rolling Mills Co. Provide all components Cutting and patching, and excavation and backfill by General Contractor. necessary for a complete installation. Suspension system and acoustic panels/tile SEEMS • shall be installed in accordance with manufacturer's instructions. Furnish one extra Refer to Electrical Drawings for further details. aw 0. carton of each type of tile for Owner's future use. cc d) Resilient Flooring - Resilient flooring shall be sheet vinyl flooring such W O W W d as Armstrong's vinyl corlon or approved equal. Flooring shall be .090" gauge, 6' wide, color and pattern as selected. Vinyl base shall be 1/8" thick, 2-1/2" high, J 0 color as selected. Resilient flooring and base shall be used for Men's toilet and f- a Second Floor storage room. Install resilient flooring and base as recommended by manufacturer. PROJECT N0. e) Painting - Painting shall consist of prime and back-prime paint on exterior 88-012 wood to be painted. Painting of exterior and interior wood and metal; natural or stained finish for exterior and interior wood; and painting of interior concrete, SHEET N0. 0 A-3 NEW ENGLAND REPROGRAPHICS 8 SUPPL Y CO. W ILI o 7 1O h�IO t 5� 11'7 2 5" -0 3-0 7 0 2 5 117 to 7 z N p n- cr �;� I j > w ; � o - - -- - 4 I I Au'AWA`( - - ,� i I ` Q- m 0] � ?• I I I I ------- .. W Z Y .. • •� . .rt I I I I J H � V W r FR S1I A1V- 1NTAVE LOUVFl� a 4 Q W f- 1=o y-o" - - - ---- I 4-1 �_ -=U = I '-�T111^'- 719 t- c� Z o 4 v o I � .• I I Nr!�E-Q',Ro�INf� � .CHASE -tsF-F- PETAIi.> �. ��U N r_x�+VA 1-00till NI I I -_- `t � _ -- U�DERC�f r.VtilD D�►L� �--- - I I 4"�_Aq GvNC, COVER Y' ~" 3 I io ww•f+,► I I I 1 I �ut�:• f�D • . L.-- _ "` -- W/GXcs O/ 4.01 I 1' PIPES,d�upt�R15 CUT Z=o'"�1 � 3-0• w 0P'q i --- --- SIaEI.F AT (bP of FdUNa+lT ION IN LA1 sr, F41.MDAT")q WALL K - V> SF-S SEGT{ONS N}4fET A-8 x • i -- __ _ 1 I T - ac �I t 1 t o _ Er•IS SIAb EL. 30.1 1 ` i SIII (a'Y KED �9y I .. _. r.wolt I ' -wEu..coM ;rl�t. 111�= � W o I m w � I � I S-roE21�G7E STAt� 1 �`�I \ CC 10FOf SLAB f.t,•28,P34= N — � � �, � z w j • W cr Doi I 1 W cKtS�tt•{(� <✓l (I W fifi ll � 7 n _ k -CN:1 FL CT. (41AS� U. ExIST(i gLD _ At)D T�oN 1 i x z ILI /`7' < < .for OC fh otFSs�r•uc�una/ • S/ab Reinf^ See P/&n. y, o la/ush doinl . W to UN/ASS 1 L. D I I 43"•_• }',+,�.�'� '�4 /2" ddr W CD ! I I � I � � ; � ►W- , EL l9•g(o � . � �� 12 vapor Barrier , ' 0 3 see 5/oec/ficafion .._- C- LL (L E T _ 1��■R W x eo s J ~ •� A-S I S S L A Pb CAN GRADE. o � N l/1 _ r �0. STLID WAL.I. W1 t o �° F�F Jac .nsI� HOES ,J�,T goo s ft or�fi. In car ar7�c0 e be r-6om ~ o x /Q' �, u�l a „ / / W � � 4 W I� I ---° --- g� �Y. v1n�..� -- 1 �•; '; I Pnwid� Qdo�i'fior�a/ Dowels c�ua/ � _ ~ w l j�/ I I I �ry1'� to Sod Area ofNcx•iz. Stec/, ba! o o �> I I N Same Size as Main 11orir.Steel, U, a �ce Dols adaccnA /o W J -' ►n /tern�te Hori�.,6srs(,�Py r .G"c%ar� i z ►- x Q/ aC 2 OC I 4 ' 24 in. 4 N W Y ` /=o~M/n. /=o~Min. ►- w 1 GCMG, STEPS - ,�•', 0 ' II 1=L1 •• .� O I ` z w 1. El., 2G.I,1 u i ! RQoF DPAIN PIPES 1 o a 77 177-771 -- CoN Ys�o�, got N T -/ ►, - - e - -- - -- - — o o w ETE WALL ,' o a I5-10 t - � _cNTV_0[, JaHT � o- , I S�'E a�G-.In*r; SHEET A-$ - - - _- ---- - - ---- ------ ►- a • -- i 2u� aoNG•91 pE //ode : No cor,/inuous pour in walls or beams n � o T� L.rr Nl Icy FA, ,� shall exceed ¢o Ych beimeen construction 4 c� coo SEE �ETAt�. 51E'► A-) Joints , a j F L I J W U / a (X w J ►- II vWi p 2 TYPICAL CONSTRUCTION JOINTS I I1 i j No Scal.E II I 1 � Provide 2 c plain for/ •Diseon�inUe hoeiz reinF. / d Ci I J - ; ( / P v�+c/� a/ a ofcrn�ro/ 1 i 1 ` ./bo%tom. r-o�t onC Joint Scc E/e"r'ons• Pn jivlf *rEaD/ e y . 6M O ins al/ pW er s eve. OL CAI `� or .:/irpaQ. t3 N or•mad F- Q I • , GoNC, k:A'.,1, �Tyl'.j --� � I f I •'�• - .� • • .'r w�""r '_ . � •• L• � u i / *3 � h Ccu7�inu•� s Str /f etinM in /-3� !=3 Forme �y Z m -O 4 " {vll--/je +hY W 10• (o-O i-0 16 ` ' of• Wall. $ O 1~ I I I NoT•�-c-. fro/•/oinks• s/;a// ba /ocaled where � G1 W Z FooSIN - J�E Fo�tr�D/k C1oM /ndiea ed on the Fo(/ndat/Oh P/ans . Each �onti•ol joint slia/l also scrvc ds a construchoo I PLAN s-zEe_7r10NS 1 • .�folnf; O 0 ,2 D I— - _ - - - - - - D - - o � cA A-g I- 1--- - � O TYPICAL CONTROL JOINT DETAIL M E1NFoRCD CONGRE E WALLS O FUTuaw rocR n ` (0 U IL P K',!iClr 3TR�IG7URE - UNEk,(AVA'TEp NO SALE , .J PROJECT NO. - 10- 0 I�8 - � 88 01Z q3 6 SHEET NO. A . . Basement Floor IV- Plan � . 1/4" T-0" 4 ID NEW ENGLAND PEPROGRAPHICS 8 SUPPLY CO. Now"" 1 Q �2 5 b (D DOOR SCHEDULE F)""ls-Atit� Et,• 3�, 2 (�=LO" ± 5'� 11'-7" 2-5 i}'-G" 3r-o err I -__ —__ - �" — 2 5 11 -7 Id' DOOR TYPE OPENING THK MATERIAL FACING FRAME REMARKS Z W-tftVf- OooR ENMA�- CC LIHIT a 5,. I L�" I _ MARK SIZE & FINISH z r~ a E OI A lo'O�x 7-o" WOOD W000 TF-MP. FL, ' � I x '7- I Y4 U 1 ? E 0 2 3'-0" O" > to GUT CoHcl W,4c,1, �ASst i Ml p� _ E o 3 E 3'-O" x 7'-0" w w Pt's NEC EVW�Y Fast RAMP IFL4vR -� -:- � 00 I /4 H•M• I-I / � o I `4L I � rr _ _ __ ._____-__ _____ x -O ___ J - -- - -- - - - ��.! +I ,� 0 7 I 4 H.M. M `1 } 00i ,r ao f �YPSilM o�tEe f � - �_t._ - ----- — - - STxAt�'INbr l 4 ^���� } � I ��' � a 00 3 Q 3`-O„X 7. 0„ ( 3�ar� FUTURE boos; { i N.M H.M - 57EEt✓ Zl�'' -to{P o�f �EAnA - -►- 1IBMCE HjR crl aAS.-E4 W1W- mQZ - 3�4'0 3` o,X 7r�' W000 WOOC TEMF PL CU+1 YU W P.EM:-�ysr EK,IS?INl� f�4 � k'►��1.\NE; MR1LN t __._.-_____ 4- WLMDoWS ro Exl�.ftttC� �I __ - _ _-� !► _o I A r I \NI 203 N) I'_.� x �, ;3 r� U m PATCH s MATCH To � j - ` 1 I A-8 ' I I � o _ `i �-� , ILL Woo p woo 0 � I I , u 20y F 2-8x 7-D" 1114 WOOD I r� , 11 ---'-- I I 12- y 9 I Ike. ' 2 I woos 2-9Iz,i �.� O5 F 2-8 x 7-0 1 3l4 WOODWOOD i 2o(,o F 2-6 x 7 O I A' WOOD HVAC. DNC-� ! IOr� GtJhIG• p� O ( 207 2-St,x �,O„ I d/I� �o WoOD ,r � r } P !�/ gEWw �KAOE ! I v, I oD W000 fIa 2 _ - a r 1 — o 208 F hoop W000LL �Tlr'jTl'l1%IT T' "?T' '! A> -- I_. r r r I 3 " o ? A 11 yYP aD. L.,T ; _ _-- -__.. - ''. --ni _. _'.'�.`� u � 209 - " M. _- k x � r� R-,9iHsut,ATlor+ 1 a --- — _. _c-- _. ...... ..aA.._, (_. j — ellx. 7-0" I1� WOOD O ` f,� W:REt7 CAL• A-♦®�� v.v.• ,.�.d° _ Q O F 2' OGD a L _ � t+ 1 r u Wa t.(rrrpoW i '�L"yYP.BQ I.•._I � [��� I �I `� 2 1 I F '�- - _— _ i I �I 1 —r 8x70 I �4 WooD -- _ i ► l � ----- - - � -� Woo 0 21Z _ " _ N 3tl ewe SYtJpS ! 'I 28x t2 t�>��T �24x 12 Du(-j I (- 2 8 x 7 O I �4 1�1oor� Woor7 Z 13 F 2'-S" x 7=o" I'14� Woor; Woop Cr) W R r9 tNSW... I NSUtATE fRi.t WALLS I 2 1 y ' „ " I z ac 2-S X 7-O MOOD O _ Moo D �- �W �Br6u� , 3 1 l ( - 1 M r �1 I � -o � ! �I � F 2 -$„X 7-Ow I �4 �oot7 WOOD z W 4 — 1 , 38•a'1 - I \� 'L 1 2 -8" O„ 74� w r' �Nt u/eu.aoo Tr � FI� bD a z W000 � W z 1; I N + U a W r. I WD.tdfNOoW .. .._ .._ _. _ f Z �T�t� A Use ExtsTlrlc� RAr�E t'a�h5� v tL I j I X 2 2 �OOR r trL Ur,oER WT i ON EXISTIN "' o I Detail Al _� _� r.._- .. �.__w_, . _ EL. 3$.07 F� a o P'�.+7M a / _>C A 1rL, 3$,07 Or-F1GE. AREA I -- W ' Z _ 0. 1 i r uj x — i _ W ~ - Lij �^ �1CMP• Cal. r-T�i-iP.PL CyG- M1� f ID � %D y + ! W o 0 _ I_ 100, l; d th3 d 1>J I � W000 w.trr - 1 wo�,� RA%� 34i2 W W VVV I ! - _ � Zo IQ N W 0 a Q Q J Y ¢ Z cr M 7 � � v 2x1O `>TUP W4U. ^ R-t9 I-IIKy1t�;S ItiSu�TrDN �� -�' 2vv5`.�y rQ .I -, - o a 1 _ _ HATcN To EX��T gz e V, �A46 1 - - _ - - --- 4- - _- -- - W - -T1-•.-->--r�; - --Y ..,-� ii -rr ,-->-.fir-T->,y... .�-7...- ..,...-.•-...yam t w -- -- - - _ _ Lam_'..._ _...._ -� Q I ' Gott G• G�.JR$ ~ � v~i ^I y I �� W O z L to s, i u 1 i h �i I i a l '� r ,r 1 u .r Ian \ I i � 'Fr _ i a "9 1"8 7�3 ?' "p. Pl ~ W o 1 8 10' 4 I I ' ' 4t ' ' ti I' In i ZE •P ! � - I a m 8`I I i {) o y3- - - I WIp RAIL I ! L— I � � I -O a � t� _ — _- - ---------- -- - ' L�J I - d w W u x IA OC BE'-C-W I = I LD. w,t\/E T4R.�...1 ARF-A • ! � ,� 8►-t1,.i M I N o>,1 S cc�t-tc.. Qav t t-+c� _ F � , N m U N � eft Z 1 I ,'-r-r• i '� •• W Z I J I a I ; o Z z WIMPIJL cl 2X8 S'St1D t+t1Au Ih1SUU4-�'E, WALL,(; rr•*' r r '/� AL 0 I i o3 UJ UP 18R 1 ! '/� E ! e"Co1JGRE .L a �Td BLACK Co - U 1 s rA� 9 , �\\��, w LL Q w - , - .- - - c..-..:.�+1 : . r.. .. .✓ •,�.�ll��.t[ ;.... :. .T. r > c ;-L �i =.�41.G[ti4::.:•r _r; L:..l 1 ._.___ .._ ' ...r ._. w. PROJECT NO. -1�oil S�IIN� j9�- {� 3n $it 2 _ 88-012 1 �-�-- First Floor Plan ��- + y3-g �. _. SHEET NO. • i • u — 1/4" = 1'-0" E01 Exterior Door Detail _ A 5 a NEW ENGLAND REPROGRAPHICS B SUPP(Y CO W 3 0 Io A G �.I ROOM FINISH SCHEDULE M -r W U t-W- _ `- � u , „ I�,7/ 1 „ DESCRIPTION FLOOR BASE WALLS CEILING REMARKS Z 2-5 7-0 �-0 2.5 -q, 0 -. MATERIAL MATERIAL MATERIAL HT. MATERIALcn VL COMMON AREA 1 w t Q r T v w W W -- -- I RSMW� �SCt �lAu-,WtN t r o Z I RM. 3 n v « > > � 4 V W_ 0 f NOO. CoQOoacZ NAME I 2 3 4 i 2 1 2 3 4 5 1 2 3 �8 12 5 2 5 •y F,C.6YP• BKO• CocINtER +_ _ 002 LINASSK0NED 3 2 2 BRD. I PAQ({Z1oN SRN r, _ , _ - - __ - _____� 2 I 5 8 FG YP, m � ta.1.C•) _•"� �.�_ __- -.-rr- __ - -- -�_____._. ____. .�=��• �.�_�. ��, o0 3 sYoRAy-f 3 2 - - -- -- - -- _--- ---- ---- --- ---- ---- - ------------ . a.�Move LnrlmW t oo� � L,_._ ___� -___._.____ ____ ._ _ _ _ 6 I O I LoeoY VEST16�1LE 4 4 I (PATCH To MATCH) _-,. -- —fir - - A RE--0GPtY�. 1�R 1 IE f �.. y �L�SF_,' I�2 �FFIGE HFtEA I I 3 i' rr� f 103 SToRA44 3 2 5 3 %8"F.C.yyv, gam, G m m �• W _ I i3J !-• I I I ur~oEcc I"muR' Woad PA.riTNy +t Zol MENs 2 2 8-G3kr 3 J 0 3Q a W !- �` cvP+ti1E C T CQ I z , E es rrt .r��tNT k�b K i +1 A"8 2oz RECEPTION I I 3 L I N Z U G _ I 3 8LO I 5►�ELYES ` ' i +1 T ; 20 3 WA�KwnY i _� 204 IRLIST/ESTATf GEPT. I I 3 r_ 1 __.__.___., 1r-' ovE e C REGE,PTIOM j o = 205 OFFtc C I I S-6ak fCET�IaVE £�ISft STRAP°I~�? --- '_' 20� C,pNFERENGE I I 3 S-6i I s ) A-7 r u u a 207 Or-r-\c E_ +'+41 2oz I S_ 3� I w1ri0o1e1S GH d MA'1'GM To ( Zoe OFr-Ic.E Exlssrrltq WM'1- j ► ,. 209 OFFICE I - —0/4 — { I 3 S- 1 I �^ E t { 2 IG �P=FIc E I E " } .O 2 I I OFFICE I I 3 •-- 1 v /\'. ,.___ _ r_. -O - I 212 CaFFicE I I 3 _. 1 `-- �I.J000 PAvEI-�1`+i _.�-:. _- __-__----_.__w ..._;-•..-•- ___ mil - -:-_ . . _ � � •��j�•� _ ___J ,-� _. — � —. __ � 213 214 J FF1G I I 3 _� 3 K 3 t 5.COI,. :Q -24,Al2 Dui \ f m ' I I Jr i 215 OFFicc I I 3 1 I SEE S H r A-3 Io -_,.. r 1 I Co �SE£ A-3 - - y 2 OF E f�MovE- �x�5�lt-K� Ll►4ZL � __-_.__ , I � TO MA-rr,44) + f I m W I 4 O W I OFFiG� p I I KZ C: .,t+,H AREA . l L ---- YPSUH oVEZ 5MAMtj _ ► o w ` Z W `i `\ 110 Z 10 � I c • r,' 1 3 Sid FG.ClYf&tD, - s# 2 3 "F,L.(�t, Bea. Z W STAIR — r - - - I Yw STAIR 3 ¢ �, / t t►d5llt JITE All, IHTE¢►OR WAILS �_-_ -----y- i t.j a w z ! I \ \ WITH R-11 F Cl.1HSUL. r :. `V z k .i DETAIL. I _ z to ► e_Nbtixl4Nv_ R�IIf N ' - U. W o cn t: Fug LY ac�4>�Ev -- o o�Fr G E i, _�J I z 1\� U W i � � { rocC Ps�t!T on �� P�Cz wNe¢l Guth ac w a z - }Z z o O y 1 uw �o IVA Ln Uj ,z�:^ I�+' Mv�{<xiArtT EGYoE . 14', i Q m I PA�APE T WALL. 2t.1 ' T_ ' u 'I.�dC3' t�>>ti l�'11fIPQE'fGt IL x CID ao t - j AN W 60 cc 3 TYP I .� s--r G I tF1,o.IlO LFMit�� 'i"�f' � E."Y.E Ott iUJI x „p I - - Gar4FE"�Z�=..ri�E- �Ji2.'P'� 1ui 20(0, -r -I---- ,�--sKvuyN-r L i �w�I - - --- - � F N z wary wl R+i w a opr+te.jFo acz gpFuseas z OF r 145- _ 1 �/ : �h-nar oF' mlu ,*r z o F�LOI L ur+rr e e N.4 Af cr c W �v f�. _- 11'----•-- - Oi FfTf GaIL'UI111' Q = a 1{ k cc z cc �•.I �,. - ITS EL.AM53 �� _ ! ( Z W W I t- �-- I • / + J Q a ui::urzunr o a Q 3X3 T5,cow, I Rocv- DRAIN 'ticES 4 O �' - i 5a 5H1. A-3 1� ' t a - �EGTIoN cr CX -- �- -StLC I . - I't-�/i1G l.a^1i NAM ToP cN '�14 W O Z IA,64- NY Btu -AWP I o W O EXIST t[• ){(y 1 { I� I o , ;�H t - I',I }h m- - -� cn � (� •` A1'• 1t�tN I I h. �� r'{Zl{11HrI h41�17. 1 Q 0 _ DIuj E `/' Ao01 T t a t`! D . B I I,'�" "' . •I ,�- i w u - `, � 'l i ,� / _ AGf t•LW.HfRJ FYj FR.aA.� a pC w Ir g _ ► t I _ Typical Interior Glazed Partition Detail I = W ►- tea 2 K 4 S?L1 D WALL.l { I i s '`/ -rice W { 1 1 3 ', xf\ _ I Z►�'►J � � � � �, � I !-P1L"i�P�..• felt; °K - I SV`YUGIH1 i I N oTN[R (N,I.c� U ]j i iZEMoV> sREtALATE yY `� I ,o -� ;+ , G3 � col,, i 5suPP'�j C +K a Ld t I`�Ds FRlr M� ���JJJi - 'N( A 3 Z f IN16rJLATE Au- :Hi EVz o 1 I ,O�F4GE- ,.\ JE YIO I 1 N` ----- ----- �c ® WALLS W1T1! w Counter Details � N 'a _ i. I - -r.^ --- -_~� I ZI 1 -o-1 -REMOVE [4Au.S ---- _—. ,� V Z � � To Fil r p. N `r�o°w srtl I' aka• z = ----- � � cl), 0uj i EK DTI tl� SKYUyFiT / I y V MAici,A �tiNl� 1 soKq 0 0 = Q a Z _ I _ R-19 msuL, - I r - I le yry ec. I } { ��'` 1 Fz K� sTuo wt�u 1<�� t� ' N F.BER SS INSr kT,ON, W rL-►1v.1.kNDo41- ---I —_� D ' C/F F tGE I I /'i F /i �Z'wYPS 1N Pf TH S PE 5 0 3 I + x s c 3x3 E�tr. I .N , a / N GkRP�7(i 1K\ C) -t- ---- —- � - ---I 2*� STUDS { ► 2X40 6101 EsLoW 1 I j jyN l8 � -�- -; � � � � W � � � W Fact eRnac � s' -'� -� 3X 3 Y-V.COI-. Fog i 5T+h1 K `2. ' � - '� '� BRIG hu �r h I 1 ,cK su"mT - { 3 rn,cQL, FOR _ �� J 541T.A-3 ' __ Detail B TY.Pical Interior Partition Detail I W°•wr+�w �, I$n I g PROJECT NO. f. �9-°° -� 88-012 -- � _ L.-___. ---- 3-8 __ _ ____ ------ __ -_-_, -- - _ - - _ -_ -_ .._.__ -_---- SHEET N0. Detail A /"A Second Floor Plan LA - � -� A 6 1/a = 1-0" 0 v NEW ENGLAND REPPOGPAPHICS&SUPPLY CO W Q z O_ U) 1- z a O U > to W W - o DR.YVIT bAND `v - - - --- - DRYv t - j - _ _ - -- -- - —56. - , TpPoFsT,.DE�K r I t L. OKtCrK---- " v i �L.56.o9' MU0F,TE4Z.(14IC#4 PT,) ~ f r + _ - - bpv-W WIND BANDus - m -22 D 12 p 2 - B 21 o-z� ) - jt I ' � Q9 Z U W _. - :- - - I_ - - - - - -------- - — - ----- Q , _ _ i DRYVtT i,. y DRYv1�..-% EXISTIN[j EUILDIt I DRYVI ( BAND �N U EL,49.53' DRY I J f GoNp fit_ .-•(o o SLAB - -- --_._ ___________--...-___ - - - - - - - - - -- - --__ _. _ - - ;1 - � , _ _ - .. I $RICK { -- _. � 1 -• t x- ,`\ I MicK/wIND B^WD - - - Dt� v1T I; _ . _ �._ - _ __ - I _ _39s I rZ RA EL �, _. - _ - - -1 --- �- -- - - - -- _ jr - — -- - - _ _ 51A8 au E�tADB EL, 39 > • __. .32 Q, ' coNGREYE �-• - - _ •--._.._,----_ ___._------------_--- --- ------•�----- EL. 3F�,07 -� i_. rota Pi Lk:Top op `^ FREE 1 AIfL I}JIAICE - N �°Y`�i I 1 i I Co NL. `51 EP t �� �► Gow,5veP ptJc j Lam- W r412PDE _ _ y I I I_I i - J 1 i GVN�IEc� (D Exlb(. _ _ _ -, or DRAIN i ARC, AY(LaUV14) - -- _- N U+iD£R..49CA"ID - - - I Poor t fr�r I i N C 3ASt NS i I I a� i �.• -- - -� H>F<-H, E�.E.GT.4M�. I t i t;xlsj AR�tA1NN'(I�Y(�1yv i 1 / �ooT I t I-1 opz-4 N - f0i LEACAIN4 eAstNs _ EL.-3�' 1 I -__ - -_ - - X T _ __- - _ -_ ,1 - -- - - - - - - - - - _ - -- _ _ _ m 566EMCWT FAR. (oP af`'SLABI- - - - - - - - - - - - - - - - - - - - - I - --- -- _ - --- - - - - - - I; o W _ E IS .B`>MN ."IA6 L _ _ - FAGE oFE�CIbTINL� - '� East Elevation North Elevation - ~ ix Z W w � ,/vnpp Q W _ 1—Orr z A � ) D/ ( E ` F C, z W a 7 10 lc' - z - x ITuarloh JotNT ( — ----n -- U. STD, AnKjLP ,._ --- U.(00,1 RJ R06-rQATIOP JN'j, Iri � o (00.�4• w DRYvI ` 1W of DEcK - _ �. C►1�l iH rf = z T DRY v I-I.'--' I �.t—�.. / .._ _ _ M vwi - � T I��t�lovE l2 MASONRY DILIWALL _ - � _ i - Pti1G►C$(�jwGKA�fiUMi-17 NIAT�RIAL i I; _ i I - 1,-21 - B-24 I C.22 h CO L) 11 it x , p��� -- - - - - �._ w , r I 1 ✓- LL If , i� -I -� - :f _ _, _ ( ___. 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N - : -� , _ 1 LJ(� A R _ OFF 12 - --- - _-.T ------ - bEYOND i ME Cn�{C _ - - i I - 7 I Ni o w a W JO a I ! t I ) I I ASSLJ D RE'(� I I I a = f- i -I -- - - -r ` 1 T �rN L PA' Cc E W x r --1 l t�IINDA teUwI wHLL" I I -' 3 W i I , _ _ 1aIdDEV( trUiLlNf� I i .,;-- ! FN1K N O�OR�YF L `r I t x,5;.EL 3p.il' -- -- - �. -jo Exlir(I►IC� b0.` MLN` ! I I I I I I z a o F 5 LAt3 - _` _ F 0 2 F�6.j E -- �- I BAR `� I ' I LtAckINy 1,I 1 P - - - -- - - - ____ -�_ - -- - - - - -L T , I W = W IL }-c- _ __� 1�EyoNP SN'f, l i - -- -L - - - - - - - -L _ - -, - I I EL.2lr.(i1' w I p rl,W up , - - - - - - - - - _ �Wtloo �� W _ _ - -`- `_ r - - vwvr� I T �x I T N, - - - - _ - - o n \� „ ExI51t AD[>rL0w1 S - -- - - �° µµK,�m �: o West Elevation a W ti 1 hivAH IL o w South Elevation _ ►�- -� - _ _ � � PRYVIT 12 co Window Schedule z U a D N I�arvr� LAI�Iw� m WINDOW RGH OPENING OPERATING SASH REMARKS N o RUSTICATION JOINT DETA��1:. P - t✓bp Uj W x H - — H�`', ;Ott ,- J I.A t4f� I� I°�e �. w I I�� N , DRYv I-T` 6f f-m A-I I 1/2 1 G cTY I ?�� - 12 , - - � - - __ -- -- — PT s A 121 2" �- , I; boaFn t�sU�. z I,toop Waov Way Z"m11c.ToPp1 NU I � � f l r � l ----1-r i'' F1.EX1 wfZE = ;I Pt�c - A- 2 I G 10 x �n-I t�4„ l --, - - r-W-Mn�1, t, .'E1 � � 4 . ,- -. _�L. om• , tfI1 ��+I `\ � ' -°I--------r- -- - - I - - - 21! I B I x G I I4 _ �.. !� f) I 11 I I u W N I \ 2- 2 x 9-I 12 2 0 w� - 2 f- Z Woos RAIL, L i \ ` OR V I�3A IJP WOOD RA,%LJt+�400 w'u+t Y(JV-L FASjiE0FD p� - 21 I y+ 1 a - -- vlf 5b C -- r -3"p,1IH �NC�gv - 10��I�Zx ��'4t+ 2 LL = f / . Z l` \ I / �F'�41 6tiG�IN e MILd.V1b�KG0.. fq Haw, 12 o.G l u I t u t �' J. 1�--� 1 �--- l._-_ _--_.f. A ,_ 1 +SEa.t �u_;F 0.cC ' ti ..\ 1'y:.E t..A�JT '.1J ,.� r� ro wm+ DETAIL A 3/4'-i=v" B-22 Io- 2 x�-114 + 2 f+ w G\ JI/2' #t4�.RL-v/s IZdoc; B-2 IOI 2 n x fir_I I aT 2 = 0 m W Interior Elevation A , � 12- 2"x6` I'�4`t� 2 � � 1- - - v o v /an=, -0" Operating Window NTS Fixed Window NTs rI 1 I V� (n a a z C- 11 12-'Y k 2-I12 ± _ — Window Details P6o•�IL, r,�, 0 3 W ► , 13- I b'r N s DI?-F . t� L-I�NTFIAf, bf-Y0ND BEAM/S1RAPPINC� CtYPl'D.�-) �It G Q a _ w_. _- --c- ------- - - — - -- - II wpoo Wpov Woov C- I o- 2 x �'I - I C -• cc od Z � Z � 1 '� I r I !, ;i { � -vf�t,Ert�e.. Sc.RGx..�t c I�.I,c.> ► Q� ..� F- CL _ - y 22 �AW)(,A toy r-'AfJ ►Hy , w , u� W W W f f I i t - 1 0 \ / t t j t/ I E♦ALt. >QU 1 600Nk*IA-LA sTAlrzDOI 0-23 IO- 2x 6-I t 2 F- 0- --- --- -) LAM. �UN( IC(c�P N 1( - 1 i _ �_ 1 t i WOOD tiZAl�J I .>•�c ..A,� � � , \ I ' __ -- , ,� � u 1 t- t PROJECT N0. 1 i -L►IJ' ozrf-Yz)tjD E.-21 18-10 x 6Ll 3 88-0,2 J f 1 I _. _ I • ___-._.. _ J _ --�_. � .__. _--` •�-. - .___ SHEET NO. HUD pF tp441NE r'c•u �UPJE FILFca�;t11LTS —. ' fORT �TIoNS (rk`K NEI�IrI�) A, Interior Elevation B �; BILEg ,� ��N �o �; A-7 ^= .- Interior Elevation C ,/4 =, -0 I� G� xl� L N(4 011E,IKAbL. , w;N IxWW W I I> H- sF-� YF' [)LT �I41eb 1-41U 0 1/4 , 0 T T T n.l�� a NEW ENGLAND REPROGRAPHICS&SUPPLY CO W H Q f— 1 I (p Mi�l. o 1 \ t I�F-MISRANL KOOFOJ(q W/1/2"►WUk MEMbKANE RooFIO(j W. I/Z"tNSUL, 1 Z F- MEMI NE Fif YJ/1� IN`xlt,, I tl;w ! 2"01 NAN It(,OL, r 2" URETHANE INSUI.A Ivhl p G. 2"0Kf-THANE 1 95W L. I a III _ PoLY. 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I . � � '^ � Abe R Iat, (o"Pgf,K E D GRi',v F L - - _ 28.0` k''�. �,� 12 TrIIcK fQL1ND ^rpl(A � ev�Kl� : j � �"coNc. 5LAJ3-�1., CoRIZI Dv(Z • � � a ( r� v�ALI�-(YplEet>L �,.- �' y MI�xG 10/10 �/1�, 12'THIc.K FD41NC o a PoLY \ W, - - -^- o z t o," ^• � V (o PACK:D c1P.AYEL �LI S �YPICAI,'I • a o W Section D-D E. = - o z n A—A SCALE: 3/ r Section v ,,Q , , _ Building Sec 5 u � I�- W • - ,{If (- ' Ui SCALE: 3/8 =T-O _. .t m _ A MIN. a 7 G ~ U pX ui uj SLOPE Dmvi 'TO J _ W ' q J.. - _NII \• IIII ►- � s - Wall Section B Wall Section C • } =f SCALE: 3/8"-f-o" SCALE: 3/8"-f-0" V 0 � a 2 u}►Jc..ToP�I fiC� now co) ca . F s �' 41"C • <,'�c.' fYPICAL. 8•�Cb"GOL, U. } GONC.f*AMI --- 1►' ° "c> �° NL. ISEANIS 1� IL Z = OR 3'X 3" jL,cow * W N _ 3 u� !v2 Y YP ESP. ` m F- cLAS r:o; y • o t l SH a 3 f l I! [ x3 �• F I-I2 U�.ti• Fn L �.�. Z W \ s L-94:to)` see Et'` r 0 W 2K(o 51 L;DS @ 1(o'O,C. 0 IZ-19 F,y. INSUI.. -'' �- Ii2 c�YP f3Q ~ 0 fF• \ I'ft �}t 1 r P I O O C) ( I {+tB12"o.c, I I 5 SS _ - L LAM PL. 51LL --- - 3 M1L•PoLY v.b• - - --- - O ul Z �2 CTYP �A J' :f f} } TT - - -`'T' a 4. •9 / _` -' ,���• � � I I � �I �' _1I I r + ,� J'" � ��� ��: �i Zx�glup,:� O a Y wD�w�NL�oW /' �, /' R 19 F ills', L, •� 0 _ FL \ W PLY• t3LK/Ca �I Y �r 0 2 "I �AIN"}EG GONC1RfrTFa - 15�#FE►.�' - - -. - -- -_ -- - .- i 5„ � 5H FA1H ltl(� a I I DAMPFK?OrI 1W4 (3; BRIUCSuP�Rt�LF9a -'1- -- -L� --- --- - - 2xt1'S e� I-a'MAX o.c,(00KIZ�- -- --- � 0 Stair Tread & Riser Detail "� - yT- - -� I -I .: or 9 I , m' I ,% i' �q _ Zx -8_�+ O.C.o, c v- 5 N� t 0. / 1 �/ �r ' - 5EA T W� _ - - _ - MA>r - EX�• (a Y P N H Fot2 c�NCrZ�(E- ` fAl rl I 1 � j �� 10 �}+riru xl LUC D n �O 'tls t:�� .r+� j F Iou I bA, ( I F:bF- FuTNP-� D00RWAY P - - - W _:�... To Pa RK I N l[ �AszaC1E A I c , .- _ O F CE f K AIJO!.1ZLf� A"".51LL " DR t 5Y5i"�Aq Kt15 ICATIbN J(UI Nf �- a �k!N1EP lA{yC. "GANG. n iF: "ACHESIVE �SElr�Ej�IL SNT A-1 f- d '4w/laxco to/lo w.w./,Ii. f ' 1 3/i.►' INSulArlo►� MIL.POLY, VAR,IZ WP.I6K j Ile, DRYVIT LAM1i,A >'• • j r�3G fAc,l•I t�C'SlNC7 � (a PAC Y_EV Gp.AV L PROJECT NO. ��}I I{� PLAN VILr�ry 88-012 PLAN vl �w' - - -- + , _ Basement Section E-E - � + IZ .c_ r - - - - -- - °' �- _ Yf'I � a , _- -- -'ATE �� _ _ _` ' - SHEET NO - - - - - • .' cA L WALL- CONS Y f I GAL 91 �f�WA. D N • Slll- , • ^_ @ ��1�K. $_ w loow 13HND C,.;r�KYVIT' L�AfIONS SCALE. 3/8 1 -0 -- 5�L�•. i If2 = I=U" SGALE : 1 %2•= 1=a'' � A O V NEW ENGLAND REPROGRAPHICS B SUPPLY CO. GENERAL NOTES W Q 3 0 V LIVE LOADS: t Z Roof . . . . . . . . First Floor. . . • 35 P. S.F. i . ( includes 20 .P. S.F. .Partitions ) . . 80 P. S.F. Z i o i During the construction phase of this project, the general Cn 0 Z a �f'7" 2'S' �� �'-OY� �� 310� ��U� -. 2�5„ i _ ���7�� �.�.v Contractor and his trades shall review all loadings , bracing and O - - shoring requirements to assure that overstressing or damage to any - Cr.3c? 1=0• _ 5�� log structural elements does not occur. T U FOUNDATION NOTES W W ( - -- - - - - ---- i __ _ - outings are to be carried to elevations shown on drawings and �� e deeper if necessary to obtain a safe bearing pressure of 2 tons square foot. } ao \9 2 . All excavations and foundation construction is to be in the dry and no concrete is to be placed in water, ,PFn� ? !4" -- 3 . Leave pockets and recesses in foundation walls for. slabs and - \J � �� beams as shown on drawings . " >�" 4 . Do not bac%fill against exterior foundation walls until lateral O m m supportK?� Y adequately top aand d. 3 bottom, are effective, unless wall is W h Z v W _ 5. No footingshall be Q O Q W F- placed on frozen soil . v Z cr = Q 6 . Where it is necessary to raise scn U +� Y grade below slab.,, granular fill � shall be placed in 6" lifts and compacted to 95% density with a mechanical vibrator. _ 7 . Provide openings for water, electric and other services as !LL Z J ti C.LzO �Ilk � I O�o��✓��5-- o YiCt:_ / S �s� f�.�c �' mil✓ 5. ---- - required . Q_ �'� ' - - --- - - - - -- - - I 8. Pour concrete in level courses full height, or floor to floor te ��d "`` c� -z _ --- i with construction joints vertical. � ©I o _7 9 . Provide a minimum of 6" of well compacted, clean, coarse sandLL * w w and gravel under all slabs on grade after. top soil has been ? - removed . ' ` G ` �_ O 10 . Slabs on + . 'ti .�. n " z w _ _. . . ------- -- I _ grade shall be reinforced with Fibermesh per -. `.W ca .f - I a manufacturer ' s recommendations . *M X I CONCRETE NOTES 1 1 . All Concrete work and reinforcing bar details shall conform t /4✓ � the latest A.C. I . Code and Manual . o 2. W o _ Concrete Quality: Strength @ 28 days 3000 PSI . m W r. r �f p 3 4 g 3 . Reinforcing steel shall conform to ASTM-A615-GR60. a: L3.g p`p"V 4 . All continuous reinforcing bars shall be lapped 40 diameters at o splices and corners unless otherwise shown. Terminate - I continuous bars at non-continuous ends with standard hooks . a z Lap continuous top bars at center between supports and bottom o C �� ^2 ( z�• �; ! N bars at supports as required. a oc to 5 . All beams and slaps are to be poured monolithically and keyed U W �- -.- as noted. z z M 6 . Provide bar supports, spacers and accessories recommended by the A.C. I . Detailing Manual . All details not covered b these W o rl drawings or these Y e 9 notes shall conform to this h�_s same manual . = i 7 . Provide 2-#5 bars top and bottom around all openings in slabs a i`� 1 .------ - ---- - a-• r,y" unless -otherwise indicated on drawings. o r f 4 , cam+"'r /o.✓�. - ,i;r', 8. All footing keys to be 2"x4" (nominal ) unless otherwise shown . z u iO ?7�/ ��r7r _ 9. All necessary sleeves and inserts are to be furnished and N w placed by the various trades in full cooperation with the �' a M contractor. LL x 1�`• _ i. - _ 10. Structural Drawings are to be used in conjunction 0 W Architectural J with the UJ } W ` # , Heating & Ventilation, Plumbing, and Electrical X `' ' I ' Drawings, and these drawings sh UJ g all be referred to for size a � ze and 0 3 '� '7 _ `_ __�• S,cA% _I_ _ _ location of openings , vents pipes, .inserts, boxes and hangers . a W , ` x w 4o c,5'rE;n ,r Fri MASONRY NOTES = w o 0 Concrete masonry units shall conform to Standard Specifications N in for Hollow Load-Bearing Concrete Masonry Units (ASTM C90-66T) a a ` z f 'm= 1500 PSI . W a W � z o 2 . Mortar and grout shall conform to Standard Specifications for Mortar and Grout for Reinforced Masonry (ASTM C476-63 ) and 0 �- shall be type S. W � � a 3 . Grouting shall be done in heights of less than 4 feet , with all J = W CONC. STIR I grout puddled or vibrated in place. W x 7 Cr 5EE trWT'A-8 4 . Reinforcing steel shall be secured in place and inspected a SEC. InN E-E before grouting starts . i W 1 8 '-I� 5. Mortar. droppings should be kept out of the grout space. �? J o �I I 6 . Vertical cell openings containing reinforcement shall be • u m W solidly filled with grout and pours shall be stopped one and o a J one half inches below the top of a course to form a key at pour o �- -- , a ,- t =-- + -- I o + - + , t joints . o w ? 3¢.(o/ COt�jRUu Joi N ' ( % I 1 7 j I - _ t• tom- ►. 7 . Vertical cells to be filled shall have vertical allignment to Z W TAIL _ ' I ' ' maintain a continuous unobstructed cell area of not less thanT Io Z - - - 4I 8 . All bolts, anchors etc inserted in the wall shall be solid o W o f E:✓. - I grouted in place. a o co ti Go►�• BM ov 1 �-� ,g . K,_ \ 9 . Bond beams shall. be as, located on drawings and also at z W 3-6 _>r _ 5f4j IvN M \'` �- :''�! -_`� '� - ,� xr� perimeter intersections of floor and roof levels. In no case a D � r / .f�zF� ,r� �`�n/c"• - �' 9-2 ',S'�"� %��y ¢ "s-'ew. �f/ ti "`���AVAP shall there be more than 12 ' -0" vertical separation between a � W bond beams. W W u to = CC ,19 Foundation Plan N , s� ,, cc a �• . /��_ I i -�.��`pE °� Z J W Z - _ Za � a , 0 m W CC LU err✓ .Z o O F- z "s' 0 2 - - = -- - �� U) 0 - -_- - t--- ' - ----_-- 0 `4-----._ LIS ra - --- --- i O LL CL I PROJECT NO. .w _.. • I Y I M i .. O*N .� ,c' .� .. .� 88-012 ' a " SHEET NO. QD NEW ENGLANO REPROGRAPHICS 8 SUPPLY CO W Q z cn i o �� ,ESE✓.gyp.07 Z a - s it 7 m I e 10 -'r4 140 , �• i L ,, i W LAJ 4 a ico ao Z Z Y V W Q Q W F— { `/O kb IK zu w 4-7 CL _ •_ N W W m w cr Ix Q w Ix cn Lu 0 rou ui 1 O W U W ---- --- - - -G/ • LL W n acc LLJ0a x (ID uj co -_ Ix I I _ --. _ Ul _ ..__ -- L + _ a = co ui NL'j 0 p uj cc Ir w I -----s�— ��Q i I -1 38 a uj J J -� 3 W w Y w 2 U a7 W w - - y - _, C/D D 3 2)//J j,�� �� E Q Z O j N r I o a, co —_ En W kn 40.76 1 I 1 ( 11 II J x IN Ix IDI a� 0 q I 3 " -- �- t - I O �� f" tb X xU. I , I i to k x j 'D � IroU. ui LE f L to oO CC O a 1 I a a Z ui I� � � (�t^p t�� ��•, ^) �h � �, i . �?" ., 3 kC t wj�'. � � i ! l x G IN J. 6i�/. � I , ! H- >r ,, • - - - --- — PROJECT NO. f� �,� , f ! 88-012 I ` °rr 32 7,-M Z7 F c 3 j2 9.31 37.32� First Floor Framing Plan SHEET NO. S-2 r NEW ENGLAND REPROGRAPHICS&SUPPLY CO. r a % �, 1��,� („5►' I 1- 7' -7' p`I 2-5u 1 1-7 -7 II -Alf` f --- -- — ,�---- ------ -------- O a Un cf � x � I I WW 1 "Ile 4 # � o _ s + I � s' I I --- o 1 l --- co Lu 0 3.1 a W F- 02`8 1 siZw flip, Li TG'8.E' W (V I dV� -fjv a _� I '(0 3/PJ I i J.4r�r/C✓�T �/eL` �/� �i J `3J x 1 ¢ 0 Cc x J0 c 03 uj �O W w ix ir W lrt� X rl(1 � ►_- ' fi;II t �t f ~ - w O -- u W �14 jjj -1 N 0 }n c c 49-5 O z o / > W n x F- Ix - w0. w Zoo[r s �,►.✓o .E'�✓o s ?/' �Ex:�,s�E r I � ( 9- �� } I 1�oT'f,� .�-cE fi i ,opE I/E.�7'' 6✓'e?"t'/� >,c �o.�✓t',4'�'lE ��L I u ! I t _ ! I = co I' t i -IL kNj a. UJI r z o ,G, � c J �� !� � � 111 T - _ + i t At 7�:.� o o u �' • I x/ J'x /K,fst ' __ _ _ J W o a F 8 #+ Nc CC cc NIOlL �A�f7BaAfo / v► a �� N ix • Q a u Co ,., lotto ;�.F G' /�i�r' ✓ ��('%/c1�✓- �o o a x , - - Q �O Q r, 1.a,�t yl//�X.�o Q �� ' 4, �� x ,tl u o ►- Q Ir _ W 0 U N t �y / w W ++ ' Z N J W U L , d Ix W i cui A O 2 IT w ' 2 N � I i i .,. 7 Ia +gzn•-„{�izsd /in._ D . �, I '`�/ o� 1,.73.3 w td - ' i 0. V co � H Z NI d Z { 11 O Y >' 1 L u. Z = j 1 LL Z a F. j O m W L � W O 0 V N + i � a a Z /✓/� � �rJ I 1 ICL i S%� ac a. V/ 0 ca Ld PROJECT NO. 88-012 Second Floor Framing Plan SHEET NO. 0 �-ALE: ,�t-= -I �7--3 d NEW ENGLAND REPROGRAPHICS&SUPPLY CO. STRUCTURAL STEEL NOTES W _ 1 . All structural steel shall be detailed in accordance with the o Z y 5 7 $ �9 jp� latest Manual of the A. I . S.C. and American Welding Society and shall he ASTM-A36 . „ q 2 . Structural Tubing shall be ASTM-A500 , Grade B, Fy=46 KSI . 5 11 -7 '!-5 '7-�7 7-c� 2 5 I ►1-7 Z _ _ 3. Shop connections may be welded or bolted. 0 i 4 . All field connections shall be 3/4" high strength bolts . to — 5 x 3 X/4 80L-rTO E✓x 1 sj. H- _... vt.c2G, W1 di'µ t,15 0 2'0' 5 . Paint structural steel one shop coat. However, anchor bolts , Z a f ; q steel enclosed in concrete and steel covered with mastic shall O - --- - - -- --- -- - - _- TYPICAL. �l.r 1 { not be painted . �_ 6 . Welding shall be done by an approved certified welder. > to + ` i 7 . Unless otherwise noted, provide suitable bearing plates for W W wall bearing beams. i B K l J016T I I ( I I i i ! � - � — 8 . Provide 9/16" round hales ( 2 ' -0" o. c. staggered ) as required for blocking or spiking pieces. _•_ y -- --- - IF 1 i _ ! I 1 I 9 . All loose lintel angles to have a minimum of 6 " bearing either m side of masonry opening or as shown on drawings. - �� ,�,� � �,_ , .L i 1 L� 1 1" 10. Contractor shall provide all bracing and guys for structural _ F — -��� . 1 steel during construction to insure stabi " ity of building and plumbness of columns. O' m CD 2% xZ%ZX ) f STEEL JOIST NOTES Z W #.- ; U W X Y Q Q �N ! 1 . Steel Joists shall be designed in accordance with the Steel Z W ~ Joist Institute and shall be fabricated by an approved p tZj p 1 � manufacturer. _ I { +1 2 . Joists shall have a minimum bearing cf 4" .�:1 concrete or masonry and 2 1/2" on steel . C, `'k4 3 . Each steel joist bearing on steel shall bE, ,iel.ded or bolted 4 b ; thereto as per SJI Specifications. 1 4 . End joists shall be anchored to wall or bf=ams at top and bottom with lateral anchors at ends of. bridging ' 3 .Ies. /?. !/! 5 . Steel deck shall. be 1 l_/2" Type A 22 Ga gs,Ivanized . 'y ' i I 6 . Steel deck shall be placed on joists and welded thereto " according to manufacturer' s standards . ' 7. Roof drains, sprinkler mains, etc. shall be hung from top %"4.13 mot'` r5 k" /O (!4 l x /� r'G d S t�-' } '`r -_r ,c ❑ D _ -U �/� p chords of bar joi sts only near panel points . Support details ,' �-, other than to this point shall be submittee to the engineer for c� his approval . n. 1 � W I i CO W CONCRETE PLANK NOTES W - -- - --� 1 . Units shall be Hi-Stress Flexicore, of types called for on z W � , cc plans with 2" structural topping, with voids running lengthwise c ' as fabricated by a- licensee of the Flexicore Company Inc, o _ r .4' - -- -I fy to cc Dayton, Ohio. V a W 2. Holes for plumbing and heating pipes, ducts, etc. shall be cutus z in the field in accordance with the manufacturer' s standard Z i ---= recommendations. G1-¢ ~ �LT� �. 3. Provide tempered hardboard hearing strips for masonry and W o concrete bearing. ►- �',,.� 4 . Submit shop drawings to architect for approval , showing setting U Uj ( plan, reinforcing and detai-ls . Eac.h slab shall be identified a o �'F r by a standard mark to be shown on the manufacturer ' s erection Z u 1 I I /� �d �-1s7' �' + plan and placed legibly on each unit at the time of manufacture. LL '^uj ►;- _ _ _ 5. r Where shown and detailed on the plans, for lateral bracing aoc co@ ©~ v include weld plates cast in the slab by slab manufacturer . LL X ",' __ D ❑ _____ ____ p 6. Slabs are to be c -signed in accordance with AC1318-83 (Revised o z o 1986 ) , Building Code Requirements for Reinforced Concrete. ►-CX 7 . Erection and Installation shall be in accordance with a - manufacturer ' s specification and recommendations . 0 3 a W - W _ 0 � SHOP DRAWINGS o � ,a _J t__ I The contractor shall submit in triplicate to the Architect for his ? ? d i ) review, schedules , shop and setting drawings, giving all necessary W 3 details for the proper fabrication and placing of reinforcing and a structural steel . The drawings shall be checked by the contractor W a W I 1 i prior to submission and shall be used for construction only after ? �0 I review by the Architect and/or Engineer. The review of the o o u drawings will indicate only that the general method of construction o W J and detailing is satisfactory and shall not be construed as o a permitting any departure from the contract requirements, or as W x relieving the contractor of the responsibility for errors that may i occur in his drawings. The contractor shall notify the Architect o Y I I and Engineer in writing of any discrepancies between the Till W I Architectural and Structural Drawings before continuing work. ��u CO W } o _ Cry u o ►- X /y� 6;o Ie9 iI//�2x'�C? 1' �(►J-% 4 J �/,2 w i 4 -� ¢ o w TT TITTI uj cc k 8 F rrh/ T�,Tcf/ " o z Y arc 4 o uj OD 1 -- o 9 9 u) Ix i Z I + I ,, LI ; ///13 % w Cd a Z CO UJ E 4 O G UJ fY -T� a W Z CL WV N I O L a 44-1 0- PROJECT NO. 88-012 ROOF Framing Plan SHEET NO. S -4 A O . NEW ENGLAND REPROGRAPHICS&SUPPLY CO W H ,cam Q ( g� (�� r7AJ g; y In O 4 I I i CL 0 - - Cr N U > N I W W cr 0 1 s !._--------•-� N V�9',� . i-(f: -rr; Pl��� I f.7�: I �"��1f ` ( I ` 00 00 I � Q Q W H .. __ - --- --- Cn 0 U ! - , �I(CM P� ► 21/2n IN latjL i'I +P4r44. l, 3Y" C�,C.� — --- - = = !!-- j 1 c PIPIN.C, IN InjHtir-i- T I 17 K ►2' CnNc arc- ( i •, , f-' 32x12 Of,Vq �� _^—1 1,�L,.z\-r VA�Vkk< � � C VAL-v� _ - - IJZ T� 1 • _..------------ -`- _ I , L I w o_ _ __ _.- 00 Uj 0 IX z%z" i Aug --- I- I H'(rt lam►j j i __.__ ____. Cr z cc 1 I U a w I'1 z 1 � I z 1, .—- ( l (� w O ~ U. af i q� ,` u 5 k dot V I I� I , ~ ~ I 2 Z I, I --1" s �N� LINING, s �,• LLI >-U W l� ii 4 C z V 1ID P I z Vf ! _ LLU ~ C- I a I ( I Z_ 0 aOD -- n 0H IC>N M w 2 I aa. w I 6 1 0 3 = m G � W 1- M LU 4 4 1 I 1 — -- N - ---- W O O COIL ,�� -{. �, a l . I:�'i FINC Df, AIL W 3 X F z o _— Ui O J J 34,r- I u I i w 0 0. I , I w X Ir z a ._.,._,,�- UX, W O :) = o 0. F -- -- — _ u O F- O LU W oX cc a o I a o m w�-- I i I ' PIPS P15t1.1 10 hC. RLif DRDRYWJ.Vl, �,z W J w u a a: W W ~ x i 2 T N VW Ai�l� _W Uj a I a'C 4'I sLa �h„ ` I �,� Dtf2fGTIUr{ !N IXiRlZ��('AL cD. F'IPiN� � � CC7rj14. N1�Vc/ ZYZ" .gC,-,6•17Vf f �! V • f31211Y� NtiaR ec71 i.�fl. K�t%r' - ��zr�5t�v>= PIPING n�. swv►it Ir 1 II i I N i j Z " Z �7SC> i�f �t?4PE� ad Z '3�-p 14 v r z IS ssArlMY V O z = I CO -__ _ _ ou, Ho v' a a ? CA a0 - ' cc This Plan prepared by Owner ' s Consultant , Control Networks, Inc. , 800 W. Cummings Park, Woburn, ILIA 01801. PROJECT NO. Basement HVAC Plan 88-012 SHEET NO. H-1 NEW E N G L AND REPROGRAPHICS&SUPPLY CO W Q HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS SPECIFICATION 0 -T 9ZI. GENERAL complete heating, Z A. Provide a com } I I P g, ventilating and air conditioning system as O f i it i i i i outlined in the enclosed plans and equipment schedules. Work shall N i include installation of all equipment , piping, ductwork, controls, and ZO a all electrical services necessary for the operation of the mechanical systems. U > cn I I II B. The system shall consist of a two pipe fan - coil system for heating an W W Y d cooling, with a central air h g r handler [o provide tempered ventilation air. _ Chilled water and hot water are to be provided by the central chiller and - boiler in the existing building. I I I I. Piping A. Provide all piping, hangers, supports , valves and fittings as shown on �- } the drawings and as required to provide a complete piping system. m m _ y W U Z t - - -- ; B. All system water piping should be black oxidized schedule 40 carbon steel Q 3 with screwed fittings; minimum pipe size shall be 3/4". _ � Q }' I C. All supply and return water piping shall be insulated with 1" fiberglass Y insulation. D. Work is to include flow balancing of the completed system. E. Provide sheetme[al pipe sleeve around insulation at hangars and where piping passes through wall and floors. F. Provide manual air vents at high points of piping circuit. Z6x�2 l�PDN 1'!q"S. R WN 3� ., t2 �� t III. Ductwork A. Provide all ductwork, including hangers, supports, dampers, louvers, and IUxZ2 �..A. C�{2, l.crlc/ balancing and s litter dampers as shown on the drawings. � g P p g B. All ductwork shall conform to SMACNA standards for sheet metal duct °' W ON Zµp PINY.'(? construction. All duct joints shall be sealed with mastic. C) oC) --- -- -+ i i C. All supply air ductwork shall be insulated with 1" fiberglass insulation W c 1 - -- ` with vapor barrier or internally lined with 1" fiberglass liner. v z _ _ _ _ Q W LL Ix fC ' - �� � D. Work is to include balancing and adjustment of the completed system. U a W I -c -- ►-- -___._ p ___ _ _. i I z � X E. Minimum duct size shall be 10" x 10". z W U. II IV. Condensate Drains ~_ ►- f S x 24 PL✓ G, Cn z I ' 2C ^ C¢ a z it A. Provide PVC schedule 40 drain lines for each air conditioning unit. } o � � f W to I Z NUU C, 'C CID ti i—� V. SubmittalsU. a.W ( � I �� O CD Z O ` O 0 i W T Submit to the architect for approval before ordering any equipment all = HVAC equipment and temperature control diagrams. LL' I 'l'� a a>< 0 3 _. a W VI. Grilles & Registers =w W Zn ~ N I I •, ire , A. Floor grilles shall be Decoraire extruded aluminum type LD, without i = O ' damper, 1/4" blade spacing, straight blades, 1" frame. '' ~ W 3 j B. Ceiling supply diffusers shall be Agitaire type RC, without damper. W a W _ _ �' 'i C. Return grilles shall be aluminum construction horizontal face bars, with o u; opposed blade dampers. o c) a i I i O W J W D a VII. Automatic Temperature Controls J ; W W LU Z cr A. Provide a complete pneumatic automatic control system which functions as Z o U, = W I outlined below. Where electric controls are called for, they shall be +� J a 24 volt; all control wiring shall be run by this contractor. m W o ' _ QOP c i a F { Q B. Control components are to be Honeywell. - u o ►- 0: 0 w cr C. Connect to the existing building instrument air systems to g g y provide o c�'i . control air for the pneumatic controls in the expansion. Provide distribution lines for the air as necessary in the expansion. c a W D. Work is to include setup, calibration, and testing of all controls. a o m rn W Ln E. The owner will install a direct digital controller under another contract J W u a (X W to supervise these controls similar to the unit in the existing building. 41 _ t w O z W U Q F. An empty 2" conduit will be provided by others to bring the pneumatic ►_- a lines from the existing boiler room to the new addition. G. Furnish and install an automatic control damper in the outside intake 4 duct where shown on the drawings. Damper motor shall be Johnson #M130AGA-1 , 24V. power. The motor will be wired by others. 1) Fan - Coil Units U Provide a pneumatic wall mounted heating/cooling thermostat as shown on the = N Q drawings. For units with internal control , connect thermostat to pneumatic _� O system and control valve. The thermostat shall open the two way valves on a M Cl) the fan - coil units on a call for heatingor cooling. The Z g. pneumatic system � shall be connected to the existing summer/winter changeover controller in the ZQ main control panel. O Y 4 Q W Z = " 2) Air Handling Unit (AHU -1) � OZ m W � ASV, CC G Provide the following pneumatic controls for this unit: � w i 0 UJ L p U ~ N - Two position normally open control valve on the coil.. A discharge air 0 W Z thermostat with adjustable setpoint shall modulate this valve. 0 Q a C3 U - A freeze - stat on the coil, wired to shut down the fan and close the ZZ W _ outside air damper. O 3) Unit (UH-1) (� Q ■— a j 1 1 Provide an electric thermostat to cycle the fan . i I i I } motor. U. U i This Plan prepared by Owner 's Consultant, Control Networks, Inc. , 800 W. Cummings Park, Woburn, MA 01801. ;1 PROJECT N0. First Floor HVAC Plan 88-012 A t 1/Al SHEET N0. 0 H- 2 a NEW ENGLAND REPROGRAPHICS&SUPPLY CO W Q FAN COIL UNIT SCHEDULE 7 Cooling Z Unit GPM CFM BTUH Fan Model N O { FC-1 ,2,3,4 3.0 600 12,000 320 42VE Z 0- _ Y - —FC-6 4.5 1000 18,000 310 42VB U 1 > to FC-7,8,9, 10, 1.0 300 4,500 135 42VB 11 ,12,16,17, i 18, 19 ' I--&oc(o VXH. 41?. 100 CFM I FC-13, 15 2.0 400 8,200 190 42VB m FC-14,5 3.0 600 12,000 250 42VB Notes: m m � r I. FC-5, FC6, FC14 & FC-20 with integral thermostat J Z V hJ VAN cI�IL I 2. Units shall be Carrier W i0 L r1.la -r�� �v��s a a a 3. Fan motors shall be 115V, 3 speed unit mounted fan selector switch V X� _ to o v o j ! ; 4. FC-7 ,8,9, 10, 11,12, 13, 15,16,17 , 18, 19 shall be furnished with discharge grille removed & sheet metal collar attached up to opening in counter. Furnish plastic eggcrate grille for counter opening csng installation 5. Unit selection based on:Ent. C.W. 50 Deg F, 6 Deg rise Ent. H.W. 160 Deg F, 20 Deg drop Ent. Air 74 Deg D.B. , 63 Deg W.B. I it 6. Units shall be provided with throw away filters and condensate i i ! 2& - 17, PH F - Gp 2�1 x 12 [aP� pans it 1 AIR HANDLING UNIT SCHEDULE r F—A - AHU-1 Carrier 39LBO8, 3000 CFM, 2HP, 208V, 3 phase, 1058 RPM, 90,000 BTUH TOTAL COOLING, 18 GPM; 6 row, 14 f.p.i, coil face f velocity 455 fpm 50 Deg EWT, 10 Deg rise ,,, Gu L-0 K � ` zW�1YfY ZZ ' m W 1 O ct 4 12 C*P)C '5 fH15 r�ogre �� I , Unit furnished with flat filter section and 2 N_ i / - " pleated media ►- --- -- - -- - ------ - --- - - �� IC 10 —� ' --- - throw away filters. Provide 1" condensate drain with 3" P- o �, d t d 11 z w rap an run o condensate pump. Hang with spring-type w cc { -: -:_- -_ �^- ._: :" _ ._..__ ..___. . �-,_, _ ___. . _ - T vibration eliminators. Q z -- _ - o � z � a ��-I I I UNIT HEATER SCHEDULE z ►z- __ z i 2Es I I a U11-1 Reznor or equal horizontal unit heater 1/5 HP, 4 GPM, 160b-h ,L II EWT, 20 Deg Drop. Furnish and install electric thermostat to w o C_" cycle fan. w Uj a z i 1 I 0 40 �-- Z fLLN ~ i LL La W In ( J CD X11 LL W Y4'I �VF 4 f2vY t � v �. la J � L W Uj -- ----- �- �v _.. 1 I II ©H o ; J a i f — 11,I Z VS/aY ac r} c lyM �i w 0 X o 0 i = a ►- wcr 3 W Z 0 I I it I L�I ; - - I o o u 1 ' T ' 1 O Uj J Q I i I ' 1 (. J CL III # � 12 C_ Ir 7 a �' I ►- o � I jT I I I T i I Uj W I � 4j� `� R�^r( Dry n o ' ; II � _ 4-- �—�—^----r--- I C7 X I C� � — .._ ____ -!►_ _____� � /--- ��� � o � � I f H1O � Y u Uj Io C �7 I I o co Ln W III x ) � r- QW0 JWWI a (Xw I . � oM _ W w U ToX: CA CC I I �C.�� x j I �� f i I -•— �>';y �_� � I, ��t ce p plr'iN� a�cv �� M N� s►- �.�. ar .Y'l ! I i 1 a M cn f 1 ! I T II z 2. PSI I �f 512� �5 `d • I v �xAc4• wcA,(I ot4 O� FAN C cA�s., PI PI� � f k �rWURK r j i + _. i r I Ca Z � III a� a Pvfomiof:? fitiv FAY f�Pr �1�MGI�li;t 5� C.D4T1 �!`7 NL t�7. i I� II ) 11 a U. ZZ = ZZ m w 41! I T2 a Lu fu �� 1 L (3 U ~ This Plan prepared by Owner ' s Consultant, Control Networks, Inc. , 800 W. Cummings W U 161 K 10 Park, Woburn, MA 01801. L N L -I 13 a 0 I LJ �- a { { i V I I� ✓ J Cr Second Floor HVAC Plan PROJECT NO. 88-012 SHEET NO. H-3 NEW ENGLAND REPROGRAPHICS 8 SUPPLY CO W Q Z O cf) H Z a O N m U j N W W ti -- f - h 00 1} i� - It p 41i m co �I �i �13NoFRc�RotINO J z � U ELE:(,IV1C Gil!'-F- --- --- - _._ - ------- ----- ------- --- I 11 �i F=�iTU�� �MPc.QlkT41�. I: it �r� Ar �a / _._ UMW r A WE V. W o 2 m W p S 0- --� SUUAiZE M N U U U 2-?5P1 ML P 2- z w uj A- \V a Z o - UJI ! 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